Loading...
18-013 WALL MART PROJECT BOOK RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 3 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321W1 WALL GIRT ANALYSIS ENVELOPE SOLUTION Member Section Results -- ------ ------------------------------ -------------- ----------------- --- -- -- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -- ---- -- - ----- (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K,Kft, in) LC- - 1 1- 2 A 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 V 0 . 07 1 0 . 03 1 -0 . 00 1 -0 . 03 1 -0 . 07 1 0 . 07 1 0 . 03 1 -0 . 00 1 -0 . 03 1 -0 . 07 1 oft M 0 . 00 1 -0 . 15 1 -0 .20 1 -0 . 15 1 0 . 00 1 0 . 00 1 -0 . 15 1 -0 .20 1 -0 . 15 1 0 . 00 1 D 0 . 000 1 -0 . 386 1 -0 . 544 1 -0 . 390 1 -0 . 007 1 0 . 000 1 -0 .386 1 -0 . 544 1 -0 . 390 1 -0 .007 1 ENVELOPE SOLUTION AISC Code Checks I1 ------------------------------------------------------------- --- --- ----- -- - - Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc -------- - ---------------------- ------------------------------------- ---- - - -- 1 1- 2 0 . 149 1 0 . 00 1 0 . 11 1 0 . 15 1 0 . 11 1 0 . 00 1 0 . 01 1 g 11 1 mill RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 2 122 Raildroad Street „ New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321W1 WALL GIRT ANALYSIS ` -- - ----- -- -- ---- ------------------- ------ ------------------------ -----------""" BLC Basic Load Case Load Totals No. Description Nodal Point Dist . -- ---- ------------- ---------------- ------------------ -------- ------------ ---■ 1 WIND LOAD 1 Member Distributed Loads, BLC 1 : WIND LOAD Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location ----- ------- ----------- -- (K/ft, F) -- -7- (K/ft, F) -------- - (ft) -- ------- (ft) ---- "� 1 1 - 2 Y -0 . 011 -0 . 011 0 . 000 12 . 000 ----- - ------ ---- - -- -------------- -- -'--------------------------------------- w� Load Combination Self Wt BLC $LC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V -- --- - --- --- ------------- -------------------- ------------------- - ----------- ` 1 WIND LOAD Y 1 1 Y Y ENVELOPE SOLUTION Nodal Displacements -- --- - -----.. ------------- ------ ----- -------- ------- --------- --- ------------ Node Global X Global Y Rotation - - --- - ------ ------- (in) ------LC-----�----- (in) ----- -LC---------- (rad) -----LC- ' 1 max 0 . 00000 1 -0 . 00000 1 -0 . 01208 1 min 0 . 00000 1 -0 . 00000 1 -0 . 01208 1 2 max 0 . 00000 1 -0 . 00000 1 0 . 01208 1 min 0 . 00000 1 -0 . 00000 1 0 . 01208 1 ENVELOPE SOLUTION Reactions --- -- ------- --- -- -- ------ ------ ---- -+ -- ----------- w Node Global X I Global Y Moment - - ---------- ----- -- - - - -- - (K) -- ----LC--- ---- -- - (K-ft) ----LC- 1 max (0)00000 L1 0 . 06600 1 0 . 00000 1 min 0 . 00000 1. 0 . 06600 1 0 . 00000 1 0" 2 max 0 . 00000 1 0 . 06600 1 0 . 00000 1 min 0 . 00000 1 0 . 06600 1 0 . 00000 1 .o am RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 1 122 Raildroad Street ro New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321W1 WALL GIRT ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes No Redesign No Edge Forces No A. S . I . F. 1 . 333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ; -- -- ----- -- (ft) -------- (ft) ----- (in, K/in) --- - (in, K/in) --- (r, K-ft/r) - - -- - (F) - i 1 0 . 00 0 . 00 R 0 . 00 2 12 . 00 0 . 00 R R 0 . 00 Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ----- ---- ------ (Ksi) --- -------------------- (F) - ------- (K/ft3) ------ (Ksi) - --- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef ---- -- -- -- --- ------------------------ - (in^2) -- - -- ---- (in^4) -------- - ---- - - - - GIRT A15X2X2 60 0 . 54 0 . 326 1 . 20 ------ -- -- ------------ ------------------------------ ----- --- ---- ---- - - -- -- -- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length 1 1 - 2 GIRT 12 . 00 -- -- -- - -- - ---------- - - --------- --------- - --- -- - - - --- - - -- -- -- -- ---- -- -- - - - --- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -- -- - - - - - - --- --- -- -- (ft) ---- - (ft) - ---- (ft) - - -- - --- - -- -- - - -- ---- - - -- - -- - 1 1 - 2 WALL GIRT ANALYSIS Calculations are based on the AISC Manual of Steel Construction, 9t" Edition. Allowable stresses are not exceeded for any required loading utilizing the following member sizing. Members Sizes All Girt Sizes are as follows: Sidewall Girts 2" Sq. 15Ga. Tube Gable End Girts 2" Sq. 15Ga. Tube RISA-20 (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 3 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C7 GUTTER POST ANALYSIS-REACTIONS Rs ENVELOPE SOLUTION Member Section Results ------ -------------- -- --------- ------------- -------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --- ----------- (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC- - 1 1- 2 A 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 V 0 . 06 1 0 . 06 1 0 . 01 1 -0 . 03 1 -0 . 07 1 0 . 06 1 0 . 06 1 0 . 01 1 -0 . 03 1 -0 . 07 1 M 0 . 00 1 -0 . 21 1 -0 . 28 1 -0 . 21 1 0 . 00 1 0 . 00 1 -0 . 21 1 -0 . 28 1 -0 . 21 1 0 . 00 1 D 0 . 000 1 -0 . 054 1 -0 . 077 1 -0 . 055 1 -0 . 001 1 on 0 . 000 1 -0 . 054 1 -0 . 077 1 -0 . 055 1 -0 . 001 1 ENVELOPE SOLUTION AISC Code Checks !! --- ------ ----- ---------------- --------------------------------------- ---- --- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc Pop ---------------------------------- -- ----------- -- --------- ------------------ 1 1- 2 0 . 049 1 0 . 00 1 0 . 04 1 0 . 05 1 0 . 04 1 0 . 00 1 0 . 00 1 o so so RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. ', Page 2 122 Raildroad Street w New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C7 GUTTER POST ANALYSIS-REACTIONS -------- --- --- ------------------------------------- ------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist . -- -- - --------- ------------ --------------------------------------------------" 1 WIND LOAD 3 Member Point Loads,BLC l : WIND LOAD -- ------------ --- -------------------=-------------------------------------- Memb I J No Node Node Direction Magnitude Location -------------- --- --------- ----------,--- (K, K-ft, F) ----------------- (ft) ------ 1 1 - 2 X 0 . 050 3 . 580 1 1 - 2 X 0 . 044 7 . 270 1 1 - 2 X 0 . 040 10 . 000 --------- ----------------------,---- ----- ------------------------------ Load Combination Self Wt BLC ,BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 WIND LOAD Y 1 1 y y = ENVELOPE SOLUTION Nodal Displacements - - ---- -------- ---- -------------------- ------ ----------- -------- ---------- --- , ,' Node Global X Global Y Rotation ------ -------- ---- - (in) ------LC---------- (in) ------LC---------- (rad) -----LC-� I 1 max 0 . 00000 1 0 . 00000 1 -0 . 00154 1 min 0 . 00000 1 0 . 00000 1 -0 . 00154 1 2 max 0 . 00000 1 0 . 00000 1 0 . 00156 1 min 0 . 00000 1 0 . 00000 1 0 . 00156 1 ENVELOPE SOLUTION Reactions w - ----- -------- --- ------- ------------,----- -- - --- -------------- -------------- Node Global X Global Y Moment --- ----------- ---- -- (K) ------LC-----i ----- (K) ------LC-- ------ -- (K-ft) ----LC- 1 max -0 . 06486 1 0 . 00000 1 0 . 00000 1 min -0 . 06486 1 0 . 00000 1 0 . 00000 1 2 max -0 . 06914 1 0 . 00000 1 0 . 00000 1 00 min -0 . 06914 1 0 . 00000 1 0 . 00000 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 1 ON 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C7 GUTTER POST ANALYSIS-REACTIONS + ! Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: Yes P-Delta Effects : Yes Redesign : No e Edge Forces : No A. S . I . F . : 1 . 333 ON --- - -- --- --------------------- ------------------- ------------------------ --- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. " --- --- ----- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) -- - -- (F) _ 1 1 0 . 00 0 . 00 R R 0 . 00 2 0 . 00 13 . 00 R 0 . 00 ---- ----- --------------------- ---- ------------------------------------ ------ Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ---- -- ---- ---- - (Ksi) ----------------------- (F) --- ----- (K/ft3) ----- - (Ksi) - --- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 ! ! 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 ---- -- ---- ---- -------- ------------ ----- - --- ---- -- ----- -------------- ----- --- Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef ---- ---------------------- ---------- -- (in^2) --- --- - -- (in^4) -------------- -- - GABLE POST A13X4X4 55 1 . 48 3 . 774 1 . 20 ------ - - - - ---------------- -------- --- --- --- --- ---- --- ----- ------------ ------ I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length --- --- -- - ------ ---------- --- -- ------------- --- --- -- --- (in) --- - (in) - - - --- (ft) 1 1 - 2 GABLE POST 13 . 00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb --- --- - - - - - ------ --- (ft) - --- - (ft) - -- - - (ft) - ---- -- ----- ----- - - - -- 1 1 - 2 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 3 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K32106 GUTTER POST ANALYSIS-REACTIONS ENVELOPE SOLUTION Member Section Results --------- ------- -------------------------------- ----- ----------------- ----- - go Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -------------- (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC-- 1 1- 2 A 0 . 00 1 0 . 00 l 0 . 00 1 0 . 00 1 0 . 00 1 "w 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 V 0 . 29 1 0 . 15 1 0 . 01 1 -0 . 15 1 -0 . 24 1 0 . 29 1 0 . 15 1 0 . 01 1 -0 . 15 1 -0 . 24 1 on M 0 . 00 1 -0 . 72 1 -0 . 97 1 -0 . 76 1 -0 . 00 1 0 . 00 1 -0 . 72 1 -0 . 97 1 -0 . 76 1 -0 . 00 1 D 0 . 000 1 -0 . 192 1 -0 . 271 1 -0 . 194 1 -0 . 003 1 0 . 000 1 -0 . 192 1 -0 . 271 1 -0 . 194 1 -0 . 003 1 ENVELOPE SOLUTION AISC Code Checks ---------------------------------- ------- --------------------------------- -- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ----- ----------------- ----------------------------------------- ------- ------ 1 1- 2 0 . 141 1 0 . 00 1 0 . 10 1 0 . 14 1 0 . 11 1 0 . 00 1 0 . 01 1 ow RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. page ; 2 122 Raildroad Street .■ New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K32106 GUTTER POST ANALYSIS-REACTIONS w BLC Basic Load Case Load Totals No. Description Nodal Point Dist . ----------- - ---------------------------------------- ---- ---------- -- ----- --�* 1 WIND LOAD 2 1 Member Point Loads, BLC 1 : WIND LOAD - - ------------------------------------ ----------------------- --------- ------ Memb I J No Node Node Direction Magnitude Location - - ---------- ---- --- (K, K-ft, F) ----------------- (ft) ------ 1 1 - 2 X 0 . 013 9 . 440 1 1 - 2 X 0 . 080 10 . 000 Member Distributed Loads, BLC l : WIND LOAD - - ---------------- ------------------------------------------- -- ---- ------ --- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location - -- -- ------------- - ------ (K/ft , F) - ---- (K/ft, F) --------- (ft) -- - - ----- (ft) ---- 1 1 - 2 X 0 . 044 0 . 044 0 . 000 10 . 000 - -------- -------- - -------------- ---------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No . Description Dir Fac Fac Fac Fac Fac Fac DYNA S V - -------- ---------------------------'----- --- - ---------- ------------ --- --- --- 1 WIND LOAD Y 1 1 Y Y ENVELOPE SOLUTION Nodal Displacements - -------- -- ----- - - ---------------- --'-------- - - ------ ----------------- ------- Node Global X Global Y Rotation ------------------ - (in) ------LC-----',,---- (in) -- ----LC---------- (rad) - ----LC- 1 max 0 . 00000 1 0 . 00000 1 -0 . 00552 1 min 0 . 00000 1 0 . 00000 1 -0 . 00552 1 2 max 0 . 00000 1 0 . 00000 1 0 . 00551 1 min 0 . 00000 1 0 . 00000 1 0 . 00551 1 ENVELOPE SOLUTION Reactions - -- -- - -------------- -------------- -- - ------- ---------- --------------- ---- --- +� Node Global X Global Y Moment - -- ---- -- -- ---- -- --- (K) --- ---LC- -- -- -- ---- (K) ---- --LC---------- (K-ft) ----LC-a" 1 max -0 . 29279 1 0 . 00000 1 0 . 00000 1 min -0 . 29279 1 0 . 00000 1 0 . 00000 1 2 max -0 . 24021 1 0 . 00000 1 0 . 00000 1 min -0 . 24021 1 0 . 00000 1 0 . 00000 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K32106 GUTTER POST ANALYSIS-REACTIONS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No ON Edge Forces No A. S . I .F. 1 . 333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp . y ----- ---- -- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) - 1 0 . 00 0 . 00 R R 0 . 00 2 0 . 00 13 . 00 R 0 . 00 am, --------- ------------------------------- ------ ------------------------------ Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ----- ---- ------ (Ksi) ------ -- --------------- (F) ---- ---- (K/ft3) ------ (Ksi) - --- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 00 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 .490 60 . 000 Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef ---- ----- -- --- ---------- -- -------- ---- (in^2) -- - - ----- (in^4) ------- --- - - --- -- GABLE POST A13X4X4 55 1 .48 3 . 774 1 . 20 --- ------ -------- ----------- --- --- -- ---- ---- ------------ --- ------- -- - - - --- -- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------- - - --- - ---- --- -------- - -- --- -- -------- -- -------- (in) -- -- (in) -- - - - - (ft) 1 1 - 2 GABLE POST 13 . 00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb + -- - - -- -- - - - - - - - --- -- (ft) -- -- - (ft) - ---- (ft) -- -- -- - - ---- - - -- --- -- - --- - - - - - --- - - 1 1 - 2 IlZS&-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 3 122 IlaiIdrVacl Street New Mocliooc/, OH 45346 5 /24 /05 WALMABT-NORTHAMPTON, MA. ~� M5I{32IC5 GUTTER POST ANALYSIS-REACTIONS w� ENVELOPE 8OLTJTZOD/ Member Section Results ^ ___ ____ _______ _______________ ____ _______ ____________________ _ _______ _______ _ Nodes Member Quarter Points No Z J Z-End 1 /4 1 /2 3 /4 J-End ------------- - (I{, I{ft, izz) I.C (K, I{ft, izz) I,C (I{, I{ft, io) LC (}I, ]Ift, io) I^C (I{, ICft, io) LC-- I I- 2 A 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 1 0 . 00 l 0 ' 00 I 0 . 00 I 0 . 08 l 0 . 00 I 0 . 00 l . \/ 0 ' 07 I 0 . 07 l 0 ' 02 l -0 . 03 I -0 . 07 l 0 . 07 l 0 . 87 I 0 ' 02 I -0 ' 03 l -0 . 07 l mw D4 0 . 00 I -0 . 22 l -0 . 29 l -0 . 22 l 0 . 00 l 0 . 00 l -0 . 22 I -0 . 29 I -0 . 22 I 0 . 00 l D 0 . 000 I -0 . 056 I -0 . 079 I -0 ' 057 I -0 . 00I l 0 . 000 I -0 . 056 I -0 ' 079 l -0 ' 057 I -0 . 001 I ' ENVELOPE SOLUTION AZSC Code Checks -__--------_-_--_-----_ ----- --- _---_-_ -_ -------_-----_-_---- -- ---- -_-- ----__ � ` � Nodes Member Quarter Points No Z J` Max lc 0 lc I/4 In 1 /2 lc 3 /4 Io I^ lc Shear In ` '-------__ ----------_---_- -----_----_-----------_---------- -_ ---- - --_------ -- I l- 2 0 ' 051 I 0 . 00 l 0 . 04 I 0 ' 85 l 0 ' 04 I 0 ' 00 I 0 . 00 I , ' ' ' ` .p RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 2 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K32105 GUTTER POST ANALYSIS-REACT [ONS wer BLC Basic Load Case Load Totals No . Description Nodal Point Dist . --- --- -- - -- --- --------- -- ---------------------------------------------------�" 1 WIND LOAD 3 Member Point Loads, BLC 1 : WIND LOAD w� Memb I J No Node Node Direction Magnitude Location ----------- ------------ ----- ------ --- (K, K-ft, F) ----------------- (ft) ------`W 1 1 - 2 X 0 . 052 3 . 580 1 1 - 2 X 0 . 046 7 . 270 1 1 - 2 X 0 . 041 10 . 000 w --- --- ---- ----------------- ---------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V - - -- ------ -- ------- - ---- --------------- ------------ ------------------ 1 WIND LOAD Y 1 1 Y Y ENVELOPE SOLUTION Nodal Displacements -- ---- ----------- ------------------- -------------- -------- ------------------. Node Global X Global Y Rotation --- --- ------- ------ 1 max 0 . 00000 1 0 . 00000 1 -0 . 00160 1 min 0 . 00000 1 0 . 00000 1 -0 . 00160 1 2 max 0 . 00000 1 0 . 00000 1 0 . 00162 1 min 0 . 00000 1 0 . 00000 1 0 . 00162 1 00 ENVELOPE SOLUTION Reactions -- - -- - ----- -- - ------------------- ----- ------------- ----- -- ------------ -- - --- ". i Node Global X Global Y Moment --- - -- --- - --------- - (K) -- ----LC------- ---- (K) ------LC-- - ------- (K-ft) ----LC- 1 max -0 . 06742 1 0 . 00000 1 0 . 00000 1 min -0 . 06742 1 0 . 00000 1 0 . 00000 1 2 max -0 . 07158 1 0 . 00000 1 0 . 00000 1 min -0 . 07158 1 0 . 00000 1 0 . 00000 1 ', w OR RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1 00 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA ME M5K32105 GUTTER POST ANALYSIS-REACTIONS me Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No Edge Forces No A. S . I .F. 1 . 333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ------ ----- (ft) -- ------ (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) --- - - (F) - 1 0 . 00 0 . 00 R R 0 . 00 2 0 . 00 13 . 00 R 0 . 00 '. ------ ---- ---------------------------------- -- ------------ -- -------- -- ----- Material Elastic Poisson' s Thermal Weight Yield Stress ! Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi) ---------------- ---- --- (F) -------- (K/ft3) ---- -- (Ksi) -- -- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 40 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 -- -------- -- -- -- - -------- ------ ------ ------ - -- ---- -------- -- -- ---- -- -- --- - -- Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef --- --- ---- ------------ --- ------------- (in^2) -- ------- (in-4) - -------- -- - --- - - GABLE POST A13X4X4 55 1 . 48 3 . 774 1 . 20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------ ---- ---- -- - --- --- ----------------- -- -- - - - --- --- - (in) -- -- (in) -- - - -- (ft) 1 1 - 2 GABLE POST 13 . 00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb + --- --- -- - - ------ ---- (ft) - --- - (ft) - - --- (ft) - - - - - - - - - -- - - - -- -- --- --- -- - - - -- -- - 1 1 - 2 IlZSA-2I} (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 3 122 IlaiIclroad Street New Madison, UB 45346 5/24 /05 WALyART-NORTHAMPTON, MA =� y45I{32IC4 GABLE COLUMN ANALYSIS w� ENVELOPE SOLUTION ' Member Section Results ' --- --- ------------------- --------------- --- ------- --------------- ----------- Nodes Member Quarter Points � No I J Z-Ezzcl 1 /4 1 /2 3 /4 J-End ------ -------- (l{, ]Ift, in) I^C (I{, I{ft, io) I,C (K, I{ft, izz) I,C (I{, ]Ift, in) I,C (K, ]Ift , izz) I^C-- l I- 2 A 0 . 00 I 0 . 00 (l 0 ' 00 I 0 ' 00 l 8 ' 00 I 0 . 00 I 0 . 00 1 0 . 00 l 0 . 00 l 0 ' 00 I \7 0 . 33 I 0 . 18 I 0 ' 00 I -0 . 18 l -0 ' 23 l 0 . 33 I 0 . I8 l 0 ' 00 I -0 . 18 l -0 . 23 l 8; 0 ' 00 I -0 . 83 I -1 ' 08 I -0 . 75 l 0 . 00 I 0 . 00 I -0 . 83 I -I ' 08 l -0 . 75 I 0 . 00 I D 0 . 000 I -0 ' 58I I -0 . 8I2 l -0 . 572 l -0 . 0I0 I 0 . 000 I -O 58I I -U 8I2 I -O 572 l -0 0I0 I ' . . . . ~ ENVELOPE SOLUTION AZSC Code Clzeo}co ---__---_-------- ---_-- -- -_---_-----_---_---_---__-----_-_--_---- ----- _-_--- � �~ , Nodes Member Quarter Points No I J Max lc O lo I/� I� l /2 lc 3 /4 Io I, l� Shear l� � � � \ --_ _-- _-_----------_-__-- _--_-_-_----_--------------_---_-_--- -- -_-_ -- _----- . I I- 2 0 , 322 I 0 . 00 l 0 . 25 I 0 . 32 I 0 . 22 l 0 . 00 l 8 . 02 I ^' ^ ' � ' , ` � ' ~ ' RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 2 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C4 GABLE COLUMN ANALYSIS .. BLC Basic Load Case Load Totals No. Description Nodal Point Dist . -- ---- ----- ---- ------ ---- -- ---- ------ ------ ------- ------------------ ----- - --"" 1 WIND LOAD 3 1 Member Point Loads, BLC 1 : WIND LOAD .� ---- ------- - --- ---- ------ ----------- -,---------------- -------------------- --- Memb I J No Node Node Direction Magnitude Location --------- ---------------------------,--- (K, K-ft, F) ----------------- (ft) ------ 1 1 - 2 X 0 . 036 3 . 580 1 1 - 2 X 0 . 044 7 . 270 1 1 - 2 X 0 . 040 10 . 000 *+� Member Distributed Loads, BLC 1 : WIND! LOAD ------------- ---- ------------------------------ -------------------------- --- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location - ---------- - --- ---------- (K/ft, F) ----- (K/ft, F) --- ------ (ft) --------- (ft) - --- 1 1 - 2 X 0 . 044 0 . 044 0 . 000 10 . 000 w■; --------------- ------------------ --------- ------------- ---------- --- -- --- Load Combination Self Wt BLC ,BLC BLC BLC BLC W E ■, No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V --- ------ ---- ----- - -- -------------- -'---------------------------------------- 1 WIND LOAD Y 1 1 Y Y .. ENVELOPE SOLUTION Nodal Displacements --- --- --- - --- ---- -- ------ -------------------------------------------- ---- ---'*" Node Global X Global Y Rotation --- ---------- -- -- -- (in) -- ----LC-- ---- ---- (in) ------LC---------- (rad) ---- -LC-w 1 max 0 . 00000 1 0 . 00000 1 -0 . 01678 1 min 0 . 00000 1 0 . 00000 1 -0 . 01678 1 2 max 0 . 00000 1 0 . 00000 1 0 . 01606 1 min 0 . 00000 1 0 . 00000 1 0 . 01606 1 ` ENVELOPE SOLUTION Reactions �s - -- --- ----- -- -- ---- -- ---- ------ ---- -'- -- ------ ----- -- ---- - -------- -- ------ --- Node Global X Global Y Moment - - - - - ---- - - ------ -- - (K) -- ----LC-- -- -'- --- -- (K) ------LC-- - -- -- - -- (K-ft) ----LC 1 max -0 . 32548 1 0 . 00000 1 0 . 00000 1 min -0 . 32548 1 0 . 00000 1 0 . 00000 1 2 max -0 . 23452 1 0 . 00000 1 0 . 00000 1 min -0 . 23452 1 0 . 00000 1 0 . 00000 1 RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C4 GABLE COLUMN ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No Edge Forces No A. S . I .F. 1 . 333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp . # ---- ---- --- (ft) ------- - (ft) ----- (in, K/in) --- - (in, K/in) --- (r, K-ft/r) ----- (F) - 1 0 . 00 0 . 00 R R 0 . 00 2 0 . 00 13 . 00 R 0 . 00 Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi) ------ -------------- --- (F) - ------- (K/ft3) ------ (Ksi) -- -- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 ------ ---- -- -- --- ------------------- -------- --- - --------- - -------- -- -------- Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef ---- -- -- ------- ----------- -- --- ----- -- (in-2) --- - (in^4) ------- -- -- ------ GABLE POST A14X3X3 55 0 . 97 1 . 375 1 . 20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length -- -- -- -- -------- -- -------- -- -------- -- ----- -- -- ---- -- - (in) -- -- (in) -- - - -- (ft) 1 1 - 2 GABLE POST 13 . 00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -- -- -- -- -- - - -- ------ (ft) -- -- - (ft) - - - -- (ft) - -- - - - -- --- ----- -- -- -- -- -- -- - - --- - 1 1 - 2 on IlISA-2D (Il) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp' Page 3 122 IlaiIdroad Street , New Madison, 0B 45346 5 /24 /05 WAL@ART-NORTHAMPTON, MA ~� M5I{32IC3 GABLE COLUMN ANALYSIS ENVELOPE SOLUTION ` Member Section Results ________ ____________ ________________________________ ______________ __ ___ _ __ __ Nodes Member Quarter Points ' No Z J Z-Bzzd 1/4 I/2 3 /4 .T-End � ------ -- ---- -- (K, Kft , in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kf| , in) LC (K, Kft, in) LC-- I I- 2 A 0 ' 00 I 0 ' 00 I 0 . 00 I 0 ' O0 I 0 . O0 I , 0 . 00 I 0 ' 00 1 0 ' 00 I 0 . 00 I 0 . 00 l ' l7 0 ' 29 I 0 . 15 I 0 . 01 I -0 . I5 l -0 ' 24 l 0 ' 29 l 0 ' I5 I 0 . 01 I -0 ' 15 I -0 . 24 I M 0 . 00 l -0 . 73 I -0 ' 97 l -0 . 76 I -0 ' 00 I .` 0 ' 00 l -0 ' 72 l -0 . 97 I -0 . 76 I -0 . 00 I D 0 . 000 I -0 . 526 I -0 . 743 I -0 . 534 I -0 . 009 I 04 0 ' 000 l -0 . 526 l -0 ' 743 l -0 ' 534 l -0 . 009 I p °^ ENVELOPE SOLUTION AZSC Code Checks ---- ---- ---------------------- --____ Q _---------- -_-_----- ------__--_-_- - ----- � 0ocleo Member Quarter Points No Z J. Max Io 0 In 1/4 lc 1/2 Io 3/4 lo I^ Io Shear lc ' -_ ---_ _- --------__--_-__--_--------_---_------- -----_-_-------_--_---- -- ---- � f I I- 2 0 .298 I 0 . 00 I 0 . 2I I 0 ' 29 I 8 . 23 l 0 . 00 I 0 ' 02 I 40 ' �. ^ ^ - ' - ` ` ' ' �� RISA-2D (R), Version 3 . 03 Ludy Greenhouse Manufacturing Corp. ' Page 2 122 Raildroad Street No New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA no M5K321C3 GABLE COLUMN ANALYSIS ■,► BLC Basic Load Case Load Totals No. Description Nodal Point Dist . -- - -- - --- ---------- ------------------- ------ ------------ ----- ---------------"""" 1 WIND LOAD 2 1 Member Point Loads, BLC 1 : WIND LOAD ----- ------- --- --------- ---------- ---I------- ----------------- --------------- Memb I J No Node Node Direction Magnitude Location --- --------- ------- --- ----------------- (K, K-ft, F) ----------------- (ft) ------ 1 1 - 2 X 0 . 013 9 . 440 1 1 - 2 X 0 . 080 10 . 000 Member Distributed Loads, BLC 1 : WIND LOAD --------- --- ------- --- ------------ --- --- - --- - ------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location --------- - ------------ --- (K/ft, F) ----- (K/ft, F) - -------- (ft) ----- ---- (ft) ---- 1 1 - 2 X 0 . 044 0 . 044 0 . 000 10 . 000 --------------- ----- -- ------------ ------------------------------ ------------ Load Combination Self Wt BLC BLC BLC BLC BLC W E r No . Description Dir Fac Fac li Fac Fac Fac Fac DYNA S V ---- ------ -- ---------- --------------'----- ---- -- ------- -------------------- -- 1 WIND LOAD Y 1 1 Y Y ENVELOPE SOLUTION Nodal Displacements ----- -- - ---- -- ------ -- --- - -------- --- --------------- --- --------------- ------ Node Global X Global Y Rotation -------- - - -- ------ - (in) ----- -LC---------- (in) ------LC--- - ------ (rad) -----LC- 1 max 0 . 00000 1 0 . 00000 1 -0 . 01516 1 min 0 . 00000 1 0 . 00000 1 -0 . 01516 1 2 max 0 . 00000 1 0 . 00000 1 0 . 01514 1 min 0 . 00000 1 0 . 00000 1 0 . 01514 1 ENVELOPE SOLUTION Reactions -- -- -- -- -- -- ----- -- - -- -- ---- --- --- --- - ------------------ ---- ---- ---- -------- �* Node Global X Global Y Moment - - - -- -- - -- -- -- - --- -- (K) -- - ---LC--- --- ----- (K) ----- -LC------- --- (K-ft) - ---LC-w 1 max -0 . 29279 1 0 . 00000 1 0 . 00000 1 min -0 . 29279 1 0 . 00000 1 0 . 00000 1 2 max -0 . 24021 1 0 . 00000 1 0 . 00000 1 min -0 . 24021 1 0 . 00000 1 0 . 00000 1 00 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C3 GABLE COLUMN ANALYSIS ! Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects : Yes Redesign : No Edge Forces : No A. S . I . F. : 1 . 333 ------ -- ---- --------------------------------- -- ---------------- ---- -- - --- --- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp .' -------- --- (ft) -------- (ft) ----- (in, K/in) --- - (in, K/in) --- (r, K-ft/r) --- - - (F) - 1 1 0 . 00 0 . 00 R R 0 . 00 2 0 . 00 13 . 00 R 0 . 00 Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) -- ---- -- -- ----- (Ksi) ---------- ------------- (F) - ------- (K/ft3) ---- - - (Ksi) - --- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 .490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 .490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 .490 60 . 000 Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef -------- --- - ----------------------- -- - (in^2 ) - -- -- ---- (in^4) ----- -- - - - - - ----- GABLE POST A14X3X3 55 0 . 97 1 . 375 1 . 20 ----------------------- -------- ---- -- ---- -- -- -- -- -- ------------- -- -- - - - -- -- - I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length -------- -- ---------- -- - -- ------ --- --- ---- -- -- -- -- -- --- (in) ---- (in) -- -- - - (ft) 1 1 - 2 GABLE POST 13 . 00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -------- - - - - - - - --- -- (ft) --- -- (ft) - - --- (ft) - - - -- - - -- - 1 1 - 2 III III I III III III ' flZSA-2D (Il) l/eroinlz 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 3 122 flaiIdromd Street � New Madison, OH 45346 5 /24 /05 , WALMART-NORTHAMPTON, MA D05I{22IC2 GABLE COLUMN ANALYSIS ENVELOPE SOLUTION ` Member Section Results , ------------------ ------------ ---- ------- -------------------- ------------- - - mo Nodes Member Quarter Points � No Z J Z-End 1 /4 I /2 3 /4 J-End ' --------- ----- (K, Kft, in) LC (K, Kft, io) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC-- I I- 2 7\ 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I ' 0 . 00 l 0 . 08 I 0 . 00 I 0 . 00 l 0 . 00 I l7 0 . 55 I 0 . 26 I -0 ' 03 I -0 . 32 l -0 ' 34 I 0 . 55 l 0 . 26 I -0 . 03 I -0 . 32 l -0 . 34 l go 0l 0 ' 00 I -I ' 3I I -I . 68 I -l ' II l 0 . 00 I ` 0 . 00 l -I . 31 l -I ' 68 I -I . II l 0 ' 00 I D 0 ' 000 l -8 . 909 I -I . 259 I -0 ' 880 I -0 . 0I8 I No 8 . 000 l -0 . 909 I -I . 259 I -0 . 880 l -0 ' 0I8 I -'` ENVELOPE SOLUTION JLZSC Code Checks �- -----__--_-----_-_-----------_- _-- ------_ -_--------_-----------_--- - --- -- - -- � r ` ~� Nodes Member Quarter Points No Z JF Max lo 0 lc 1/4 Io I/2 ]c 3 /4 lo I, Io Shear lc am -----__---_-_-_--------------- - -__ --__---_----_-------------------- -- -- --_ -- l I- 2 0 ' 500 l 0 . 00 l 0 ' 39 I 0 . 50 I 0 ' 33 l 0 . 00 l 0 . 04 l � ^ ^' � � � ' ^ ' , ` ^ �m , '~ RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 2 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA ,, M5K321C2 GABLE COLUMN ANALYSIS BLC Basic Load Case Load Totals No. Description Nodal Point Dist . - - -- -- -- ---- --- ---------------- -------------- --------------- ------ ----- --- --ww 1 WIND LOAD 1 Member Distributed Loads,BLC 1 : WIND LOAD ------ -- ---- -------------- ------------------- -- ----------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location - --------- -- ------------- (K/ft, F) ----- (K/ft, F) --------- (ft) --- ------ (ft) ---- 1 1 - 2 X 0 . 089 0 . 089 0 . 000 10 . 000 ------ -- - --- --------------------------------- -- ------------------------ -----"'"" Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---- -------- -- ------------------------------- ---------- --------------------- a: 1 WIND LOAD Y 1 1 Y Y ENVELOPE SOLUTION Nodal Displacements Not ---- -- ------ ------- --------------- --- - ------- --------------- ---------------- Node Global X Global Y Rotation - - -- ---- -- -- ---- --- (in) ------LC----- ----- (in) ------LC----- -- --- (rad) -----LC- 1 max 0 . 00000 1 0 . 00000 1 -0 . 02639 1 min 0 . 00000 1 0 . 00000 1 -0 . 02639 1 2 max 0 . 00000 1 0 . 00000 1 0 . 02452 1 min 0 . 00000 1 0 . 00000 1 0 . 02452 1 ENVELOPE SOLUTION Reactions --- - -- -- -- -- -- -- ---- ----------------'- - ------- ------------- --- ----------- --- - Node Global X Global Y Moment -- - --- --- - -- -- ---- -- (K) ------LC----------- (K) -- ----LC---- ----- - (K-ft) ----LC- 1 max -0 . 54769 1 0 . 00000 1 0 . 00000 1 min -0 . 54769 1 0 . 00000 1 0 . 00000 1 .� 2 max -0 . 34231 1 0 . 00000 1 0 . 00000 1 min -0 . 34231 1 0 . 00000 1 0 . 00000 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 1 on 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C2 GABLE COLUMN ANALYSIS ! Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No Edge Forces No A. S . I .F. 1 . 333 -- --- ------------------- ---- ----------------- ---------- - -------- ----- ------- Node Boundary Conditions No-- --- ----X- (ft) ------Y d - (ft) ---- (in, K/in) ---- (in, K/in) --- (r, Kaft/r) ----T (F) - 1 0 . 00 0 . 00 R R 0 . 00 2 0 . 00 13 . 00 R 0 . 00 ----- ---------- ----------------------------- ---------- ---------------------- Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ----- ---------- (Ksi) ----- ------------------ (F) -------- (K/ft3) --- --- (Ksi) - -- - 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 .490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 w 60 29000 . 00 0 . 30000 0 . 65000 0 .490 60 . 000 ----- ------------------ -- -- -------- -- -------- -- -- -- ------ --------- --- - --- --- Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef - -- -- ---- --- --------- ---------- ------- (in^2) - ---- ---- (in^4) ----- -- -- - ------ - GABLE POST A14X3X3 55 0 . 97 1 . 375 1 . 20 w I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length --------------- -------- -------- ----- - ---- --- - -- ---- --- (in) ---- (in) ---- -- (ft) 1 1 - 2 GABLE POST 13 . 00 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Ch in - - --- --- -- -- --- ----- (ft) - -- - - (ft) -- --- (ft) - -- -- --- - -- - - -- - -- - -- - - 1 1 - 2 NO RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 3 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C1 GABLE COLUMN ANALYSIS on ENVELOPE SOLUTION Member Section Results ----------- ----------------------------- -------- --- ----- -------------- -- - - - ,�, Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End ------ - - ------ (K, Kft , in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC- - 1 1- 2 A 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 V 0 . 33 1 0 . 19 1 0 . 00 1 -0 . 18 1 -0 . 24 1 0 . 33 1 0 . 19 1 0 . 00 1 -0 . 18 1 -0 . 24 1 M -0 . 00 1 -0 . 83 1 -1 . 09 1 -0 . 76 1 0 . 00 1 -0 . 00 1 -0 . 83 1 -1 . 09 1 -0 . 76 1 0 . 00 1 D 0 . 000 1 -0 . 587 1 -0 . 820 1 -0 . 578 1 -0 . 010 1 0 . 000 1 -0 . 587 1 -0 . 820 1 -0 . 578 1 -0 . 010 1 ENVELOPE SOLUTION AISC Code Checks ------ ------------------ -------- ------------ -- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ------ --- ------------------------- ------------- ---------- - -------------- ---- 1 1- 2 0 . 325 1 0 . 00 1 0 . 25 1 0 . 33 1 0 . 23 1 0 . 00 1 0 . 02 1 RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 2 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C1 GABLE COLUMN ANALYSIS BLC Basic Load Case Load Totals No. Description Nodal Point Dist . -- ------- ----- --------------------- --- ------ - -------------------------- -----""6 1 WIND LOAD 3 1 Member Point Loads, BLC 1 : WIND LOAD , -- ---------- ----------------------------- ---- ----- -------------------------- Memb I J No Node Node Direction Magnitude Location - ----- ---- -- --- -- --- -------------- ---- - (K, K-ft, F) ------------ ----- (ft) -- ---- �' 1 1 - 2 X 0 . 038 3 . 580 1 1 - 2 X 0 . 046 7 . 270 1 1 - 2 X 0 . 041 10 . 000 wM Member Distributed Loads, BLC 1 : WIND LOAD Memb I J Start End Start End 00 i No Node Node Dir Magnitude , Magnitude Location Location ------------ --- - - ----- --- (K/ft, F) ----- (K/ft, F) --------- (ft) --------- (ft) --- - - 1 1 - 2 X 0 . 044 0 . 044 0 . 000 10 . 000 -- -- ----- ----------------- ----------- ---- ---- ------------------------------ - Load Combination Self Wt BLC BLC BLC BLC BLC W E , No . Description Dir Fac Fac Fac Fac Fac Fac DYNA S V -- ------- --- --- - ---- -- --------------,----- ---- ------------ -------------- ---- - 1 WIND LOAD Y 1 1 Y Y ENVELOPE SOLUTION Nodal Displacements -- ----- - - ----- - --- -- --- ---- ---------,-- --- ---- -- -- ---------------------- ---- - Node Global X Global Y Rotation -- ------------- --- - (in) ------LC---------- (in) ------LC---------- (rad) -----LC-.m 1 max 0 . 00000 1 0 . 00000 1 -0 . 01695 1 min 0 . 00000 1 0 . 00000 1 -0 . 01695 1 2 max 0 . 00000 1 0 . 00000 1 0 . 01622 1 min 0 . 00000 1 0 . 00000 1 0 . 01622 1 ENVELOPE SOLUTION Reactions - - ------ - ------ -- - -- -- - ------------ -' - --- -- -- -- -- -- - -- - -------- -- ---- ----- - - Node Global X Global Y Moment w -- - -- - -- - -- - --- -- - - - (K) - -- - --LC----- - ---- - (K) -- - - --LC-- ------ -- (K-ft) -- --LC 1 max -0 . 32804 1 0 . 00000 1 0 . 00000 1 min -0 . 32804 1 0 . 00000 1 0 . 00000 1 2 max -0 . 23696 1 0 . 00000 1 0 . 00000 1 min -0 . 23696 1 0 . 00000 1 0 . 00000 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321C1 GABLE COLUMN ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects : Yes Redesign : No Edge Forces : No A. S . I . F. : 1 . 333 -------- --- ----- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp.` --- -- - ----- (ft) ----- --- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) -- - -- (F) - 1 0 . 00 0 . 00 R R 0 . 00 2 0 . 00 13 . 00 R 0 . 00 Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) -- ---- -- ------- (Ksi) ---------- ------------- (F) ---- ---- (K/ft3) ----- - (Ksi) -- -- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 00 46 29000 . 00 0 . 30000 0 . 65000 0 .490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef -- ------ -- -------- -- -- ---------------- (in-2) - -- - - ---- (in^4) ----- -- -- - - --- - -- GABLE POST A14X3X3 55 0 . 97 1 . 375 1 . 20 ------ -- ---- ---- -- -- -- --- - ---- --- - ---------- --- --- -------------- -- -- - - - --- -- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length -- ------ -- -- -------- -- ---- -- -- ---- ------- ------ - - ----- (in) -- -- (in) -- - - -- (ft) 1 1 - 2 GABLE POST 13 . 00 -- ---- -- - - -- -- - ----- --- ---- --- --- - - --------- - ---- -- -- ---- -- -- - - - - ---- -- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -- - - -- -- - - -- -- - -- - -- (ft) -- --- (ft) - - -- - (ft) - -- ----- -- - - - - - - -- -- -- -- - -- - -- 1 1 - 2 No GABLE COLUMN ANALYSIS Calculations are based on the AISC Manual of Steel Construction, 9th Edition. Allowable stresses are not exceeded for required wind loading utilizing the following member sizing: O Sizes "' Gable Column Size 3" Sq. 14Ga. Tube ^ � 8ZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page g 122 IlaiIdroad Street � New Madison, OH 45346 S/2� /05 n� ' ' WALMART-NORTHAMPTON, M& K05I{32IL3 LATERAL BRJLCZ0(] AI0AL![8Z9 ------------ ------------------- --------------------------------- ---- ------ -- �.^ Nodes Member Quarter Points No Z J Max lc O lc I /4 Io 1/2 lc 3 /4 Io L lc Shear lc _________________ _______ _______________________ ______________________ _____ __ 7 7- 2 0 ' 000 l 0 ' 00 I 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 8 13- 7 0 . 000 I 0 . 00 I 0 ' 00 l 000 I 000 l 800 I 0 ' O0 I 9 16- 13 0 ' 000 I 0 ' 00 l 0 ' 00, l 0 ' 00 I 0 . 00 I 0 . 00 I 0 ' D0 I 10 8- 3 0 . 03I I 0 ' 03 I 0 . 02` l 0 ' 02 I 0 ' 0I l 008 I 0 ' O4 l lI II- 8 0 ' I23 I 0 ' 12 l O ' IU l 0 ' 88 l 0 ' 05 I 0 ' 03 I U ' O4 I 12 14- II 0 ' 815 I 0 ' 82 I 0 . 64 l 0 '47 l 0 ' 20 I 0 . 12 l 0 ' 04 I 13 17- 14 0 . 826 I 0 . 01 I 0 . 21 I 0 . 42 I 0 . 62 I 0 . 83 l O ' 03 I .� 14 9- 4 0 ' 05I I 0 ' 05 I 0 ' 04 I 0 ' 03 l 0 . 01 I 0 ' 00 I O ' 07 I ' 15 12- 9 0 ' 201 I 0 ' 20 I 0 . 16 I 0 . 13 I 0 . 09 l 0 . 05 I O ' U7 I 16 18- 12 0 . 220 l 0 . 02 I 0 ' 07 l 0 ' I2 I 0 ' I7 I 0 ' 22 I 0 ' 00 l �� 17 lO- 5 0 . 000 I 0 ' 00 I 0 . 00 I 0 . 00 l 0 ' 00 I 0 . 00 I 0 ' UO I �'- 18 19- lO 0 . 000 I 0 . 00 l 0 . 00 I 0 ' 00 l 0 . 00 I 0 ' 00 I 0 ' 00 l - - I9 l� I2 ' Not Calculated - so � � ~ �� BISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page O 122 flaildroacl Street p� / / New Madison, 0H 45346 5, 24, 05 WALMART-NORTHAMPTON, MA M5}I32lI,3 LATERAL BRACING ANALYSIS -- - --- ---- -- - --------------------- - ------ ----------- -------- -------------- -- Nodes Member Quarter Points No I J I-End I/4 I /2 3 /4 J-End ----- - ----- - -- (]I, Kft, in) LC (I{, I{ft, izz) I,C (I(, lIft, izz) LC (I{, I{ft, izz) I^C (I{, ]Ift, in) I^C--�� 16 18- 12 A 0 ' 95 I 0 . 95 I 0 ' 95 I 0 . 95 I 0 . 95 I 0 . 95 I 0 . 95 l 0 . 95 I 8 . 95 I 0 , 95 I \/ -0 ' 16 I -0 . 16 I -0 ' I6 I -0 . I6 I -0 . I6 I -0 ' I6 I -0 . 16 1 -0 . I6 l -0 ' I6 l -0 . I6 I M 0 . 00 I 0 . 47 I 0 ' 94 l 1 . 42 l 1 . 89 I 0 . 00 l 0 . 47 11 0 . 94 I 1 . 42 l I ' 89 I D 0 . 000 l -0 672 � I -1 . 390 I -� 2O8 I -3 I49 I ' . � . . . 0 . 000 I -0 672 I -I 3�0 I -2 2O0 I -3 I49 I . . � . . . 17 10- 5 A -0 ' 00 I -0 . 00 ' I -0 . 00 I -8 ' 00 l -0 . 00 I � -0 ' 00 I -0 . 00 l -0 . 08 I -0 ' 00 I -0 . 80 I m� `J 0 ' 00 I 0 ' 00 I 0 . 00 I 0 ' 00 I 0 . 00 I 0 ' 00 I 0 ' 00 � I 0 . 00 I 0 ' 00 I 0 . 00 I M 0 ' 80 I 0 . 00 I 8 . 00 I 0 . 00 l -0 . 00 I � 0 ' 00 l 0 ' 00 I 0 . 00 I 0 ' 00 I -0 . 00 I i D 0 . 000 I -8 . 0I4 I _0 ' 028 I -0 ' 842 I _0 . 055 I ` 0 . 000 I -0 . 014 I -0 ' 028 I -0 . 042 I -0 . 055 I ` 18 19- 10 J\ -0 ' 00 l -0 ' 00 l -0 ' 00 I -0 . 00 l -0 ' 00 I � -0 . 00 I -0 ' 00 l -0 ' 00 I -0 . 00 I -0 ' 00 I ' \7 -8 . 00 I -0 . 00 l -0 . 00 I -0 . 00 l -O . 00 l -8 . 00 l -0 ' 00 I -8 ' 00 I -0 . 00 I -0 . 80 I K0 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 80 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 80 I D 0 . 088 I -0 ' 845 l -1 . 689 I -2 ' 534 l -3 . 379 I 8 . 000 I -0 . 845 I -I . 689 I -2 . 534 I -3 . 379 l 19 14- 12 A -2 ' 63 l -2 ' 63 l -2 . 63 I -2 . 63 I -2 ' 63 I -2 . 63 l -2 63 � I -2 . 63 I -2 �3 I -2 63 I . . � . ' ' `J -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 ' 00 I w� -0 ' 00 l -0 . 00 I -8 . 80 I -0 ' 00 I -8 ' 00 I � M 0 . 00 I 0 . 0U I 0 . 00 l U 00 I 0 . 00 I � � . . 0 . 00 l 8 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I � D 8 . 000 I -0 '271 I -0 . 542 l -0 . 8I3 I -I . 085 I 0 ' 088 I -8 '27I I -0 . 542 I -0 . 8I3 I -1 . 085 I =w ENVELOPE SOLUTION AZSC Code Checks - - - -- - - -- - -- - -- -- ------------------- - ------- ---- ------ ------- - -- - ---------- Nodes Member Quarter Points No Z .I Max Io 0 lc 1/4 lc I /2 Io 3 /4 lc L Io Shear Io - -- ---- -- --- --- ---- --- ------- -- ----- ---- ---- -- -- --- -- ----- - ---- - --- -- ------ l I- 2 0 . 022 I 0 . 02 I 0 . 02 I 0 . 02 I 0 . 02 l 0 . 02 I 0 . 00 IW 2 2- 3 8 . 056 l 0 . 06 I 0 ' 06 I 0 . 06 l 0 . 06 I 0 . 06 l 0 . 00 l 3 3- 4 0 . 146 I 0 . I5 I 0 ' I5 I 0 . 15 l 0 . 15 I 0 . 15 I 0 . 00 I 4 4- S 0 . 000 I 8 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I 8 . 08 I 0 . 00 I 5 6- l 0 . 000 I 0 . 00 I 8 . 00 I 0 . 00 l 0 . 00 l 0 ' 88 I 0 . 00 I�� 6 15- 6 0 . 000 I 0 . 00 I 0 . 00 I 8 . 00 I 0 . 00 l 0 . 00 I 0 . 00 l �� ow � IlISA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 7 NO Il 122 aiIclroad Street � New Madison, OH 45346 5/24 /05 WALMART-NORTHAMPTON, MA � M5K321L3 LATERAL BRACING ANALYSIS ' ------- -- ------------- ------------ -- -------- -- ----------------- ------- ----- - Nodes Member Quarter Points No Z J Z-IZlzd I/4 1 /2 3 /4 J-End 4" -- ------------ (]I, Kft, in) I,C (I{, ]Ift, izz) I,C (f{, I{ft, io) I,C (f{, ]If| , io) I,C (I{, I{ft , io) I^C-- II- 8 A -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 1 -0 . 00 l ~^ -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I -0 ' 00 l ON `J -I ' 39 l -1 . 39 l -I . 39 I -1 . 39 I -1 ' 39 I -1 . 39 I -1 . 39 1 -1 . 39 l -1 . 39 l -1 . 39 l .� y0 -I . 16 l -0 . 94 l -0 . 73 I -0 . 51 I -0 . 29 l -I . I6 l -0 . 94 l -0 ' 73 l -0 ' 51 l -0 . 29 I "R D 0 . 000 l 0 . 00I I 0 . 003 I 0 ' 004 l 0 . 006 I � 0 . 000 I 0 . 001 I 0 ' 003 l 0 . 004 l 0 . 006 l 12 14- lI A -0 . 00 I -0 . 00 I -0 . 00 l -0 . 80 I -0 . 00 I RM -0 . 00 l -0 . 00 I -0 ' 00 l -0 . 00 l -0 ' 00 I � l7 -1 . 39 l -1 .39 l -1 . 39 I -1 . 39 I -1 . 39 I ~` -I ' 39 I -1 . 39 l -I '39 l -I . 39 l -I . 39 l M -7 . 67 l -6 . 04 I -4 . 4I I -2 ' 79 I -1 * 16 I -7 . 67 l -6 . 04 I -4 '4I l -2 . 79 l -I . 16 I � � D 0 ' 000 I -0 . 195 I -0 . 302 I -0 . 347 l -0 . 35I I � 0 ' 000 I -0 ' I95 I -0 ' 302 I -0 . 347 l -0 ' 351 l ' 13 17- 14 A -0 . 95 l -0 . 95 I -0 ' 95 I -0 . 95 I -0 ' 95 I \ -0 . 95 I -0 . 95 I -0 . 95 I -0 ' 95 I -0 . 95 l � V I . 02 l I ' 02 I I ' 02 I 1 . 02 I 1 ' 02 I > 1 ' 02 I 1 . 02 l 1 . 02 l I ' 02 l 1 . 02 l �. � -0 . 00 I -I ' 92 l -3 ' 84 I -5 . 75 l -7 ' 67 I � -0 . 00 l -I . 92 I -3 ' 84 I -5 ' 75 I -7 . 67 l D 8 ' 000 l -0 . 95I l -1 . 832 I -2 . 570 I -3 ' 095 l 0 . 000 l -8 . 95I l -I ' 832 I -2 . 570 I -3 . 095 l 14 9- 4 A 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 I 0 ' 00 I 0 ' 00 l 0 . 00 I 0 . 00 I `J 2 . 27 I 2 .27 l 2 . 27 l 2 . 27 I 2 . 27 l 2 . 27 I 2 . 27 l 2 . 27 I 2 . 27 I 2 . 27 I M 0 . 48 I 0 . 36 I 0 . 24 l 0 . I2 I -0 ' 00 l 0 '48 I 8 . 36 l 0 . 24 I 0 . 12 I -0 . 00 l D 0 ' 000 I -0 ' 0I8 I -0 . 036 I -0 . 055 l -0 . 073 l � 0 . 000 I -0 . 0I8 I -0 . 036 I -0055 I -0073 I 15 12- 8 A 0 . 00 l 0 . 00 l 0 . 0U I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 l 0 ' 08 I 0 ' 00 I � l7 2 . 27 l 2 . 27 l 2 ' 27 I 2 . 27 I 2 . 27 I 2 '27 I 2 . 27 I 2 . 27 I 2 . 27 I 2 . 27 I M 1 . 89 I I ' 54 I 1 . I8 l 0 . 83 I 0 ' 48 I I ' 89 I 1 . 54 l I ' 18 l 0 . 83 l 0 . 48 I ~ ' D 0 . 000 l -0 . 053 I -0 . I06 I -0 . I60 l -0 ' 2I3 l . . - PR 0 . 000 l -0 . 053 I -0 . 106 l -0 . 160 l -0 . 213 I OWm �� w� IlZSA-2D (B) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp. Page 6 122 RaiIclroacl Street � «� New Madison, OH 45346 � 5 /24 /05 WAL@ART-NORTHAMPTON, MA o� D45I{32lL3 LATERAL BRACING ANALYSIS - -- --------- ---------- ------ ------ ------------------- - ---------------------- 0ocleo Member Quarter Points No I J I-End I/4 I/2 3 /4 J-End -- -- - - -- -- ---- (K, Kft, in) LC (I{, Kft, in) LC (K, Kft , in) LC (I{, I{ft, in) LC (f{, I{ft, in) LC--m 6 lS- 6 A -8 . 00 I -0 . 00 l -0 ' 00 I -0 . 80 I -0 ' 00 I -O . UU I -0 ' 00 l -0 ' 00 I -8 . 00 I -0 ' 00 I \/ 0 . 80 l 8 ' 00 I 0 ' 08 I 0 ' 00 I 0 , 00 I 0 . 00 I 0 . 00 I 0 ' 80 I 0 ' 00 I 8 ' 00 I M -0 . 00 I -0 . 00 l -0 . 00 I -0 . 80 I -0 . 00 I -0 . 00 I -0 ' 00 I -0 . 00 l -0 . 00 I -0 ' 00 I D 0 . 000 l -0 . 846 : l -1 . 682 l -2 ' 538 I -3 ' 384 I � 0 . 000 l -0 . 846 l -I . 692 I -2 . 538 l -3 ' 384 I 7 7- 2 A 0 . 00 l 0 . 00 I 0 ' 00 I 0 ' 00 l 0 . 00 I � 0 ' 00 I 0 . 80 l 0 ' 00 l 0 . 00 I 0 . 00 I | \/ -0 . 00 I -0 . 00 I -0 ' 00 I -0 . 00 I -0 ' 00 I -0 . 00 I -0 00 I -0 00 I -0 O0 I -0 OU I . . ' ' . � M -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 ' 00 I -0 . 00 I -0 ' 00 l -0 ' 0U I -O . O0 I -0 ' 00 I \ � . D - -0 . 014 O 000 l I -0 . 028 I 8 8�2 l -O O56 I ' i - ' ' ' 0 ' 000 I -0 . 0I4 l -0 ' 028 I -0 ' 042 I -0 . 056 l ` 8 13- 7 A 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 8 . 00 l 0 . 00 I 0 ' 00 I 0 . 00 I 8 . 00 I ` | \/ 0 . 00 I 0 . 00 l 0 . 00 I 0 ' 00 I 0 ' 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 ' 80 l 0 . 00 I M -8 . 00 I -0 . 00 l -8 . 00 l -0 . 08 l -0 . 00 I -0 . 00 I -U ' UO l -0 . 08 I -8 . 00 I -0 . 00 I D O ' OOO I -8 ' 350 I -0 . 700 I -1 . 850 I -1 . 399 I 0 . 000 l -0 ' 358 I -0 ' 700 I -1 ' 050 I -I ' 399 I 9 16- 13 A 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 ' 00 I 0 . 00 I \7 0 . 80 l 0 ' 00 � I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 I 0 . 00 l 0 . 00 l 0 . 00 I M -0 . 00 l -0 . 80 I -0 ' 00 l -8 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -8 . 00 I -0 . 00 I D 0 ' 000 I -0 . 496 l -0 . 992 l -I . 488 I -1 ' 984 I 0 ' 000 l -0 . 496 I -0 . 992 I -I . 488 I -I . 984 I 10 8- 3 A -0 . 00 l -0 . 80 I -0 . 00 l -0 . 08 I -0 ' 00 I -0 . 00 l -8 . 00 l -0 . 00 l -0 . 08 I -0 . 08 I `J -1 . 39 I -1 . 39 l -1 . 39 l -1 . 39 I -1 . 39 I | -I . 39 I -I . 39 I -I . 39 l -I . 39 I -I ' 39 I M -0 . 28 l -0 . 22 I -8 . I5 l -0 . 07 I 0 . 00 I w� -0 '29 l -0 . 22 I -8 . I5 I -0 . 07 I 0 . 00 I D 0 ' 800 I 0 . 00I I 0 . 00I I 0 . 002 I 0 . 003 l � 0 . 000 l 0 . 001 I 0 . 001 I 0 . 002 l 0 . 003 I m� ON 40 r ` IlZ8A-2D (Il) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp. Page ' 5 122 IlaiIclroad Street ' � New Madison, OH ��3�6 � 5/34 /05 kALMARZ-NORTHAMPTON, MA M5I{321L3 LATERAL BRACING ANALYSIS ENVELOPE SOLUTION = Member Section IlesoIto �. ------ --- -------------------- ------------------------------------------- ---- Nodes Member Quarter Points No Z i Z-End I/4 I/2 3/4° J-End -------------- ( {, {ft , iz) LC ( {, Ift , iu) L( ( {, If , io) ZC ( I, If , io) I ( ( I' {ft' i o) I { - -I I- 2 A 0 . 88 I O . 88 I 0 ' 88 l 0 . 88 l 088 I 0 . 88 I 0 . 88 1 0 ' 88 l 0 ' 88 l 0 . 88 I � l7 0 . 00 'l 0 . 00 I 0 . 00 I 0 , 00 l 0 ' 00 I 0 . 00 l 0 . 00 I 0 ' 00 I 0 ' 00 I 0 . 00 I M 0 ' 00 I 0 . 00 I 0 ' 00 l 8 ' 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I D 0 ' 008 l -0 . 002 I -0 . 004 I -0 . 007 l -0 ' 009 I 0 . 000 I -0 . 002 I -0 ' 004 I -0 . 007 l -0 . 009 I �= 2 2- 3 A 0 . 88 I 0 . 88 I 0 88 I 0 OO l ' . . . 0 . 88 I ~- 0 . 88 l 0 . 88 I 0 ' 88 I 0 . 88 l 0 . 88 I \7 0 . 00 I 0 . 00 l 0 . 00 l 0 ' 00 I 0 . 00 I 0 . 00 l 0 . 00 I 8 ' 00 I 0 . 00 l 0 . 00 l � M 0 ' 00 I 0 . 00 l 0 ' 00 I 0 . 00 I 0 ' 00 l ' 0 . 00 I 0 . 00 l 0 . 00 I 0 , 00 I 0 . 00 I D 0 ' 000 I -0 . 002 l -0 ' 004 I -0 ' 006 I -0 . 008 l ! �^. 0 ' 080 I -0 . 002 l -0 . 004 I -0 . 006 l -0 . 008 l -` 3 3- 4 A 2 . 27 l 2 . 27 I 2 . 27 I 2 . 27 I '2 . 27 l 2 . 27 I 2 . 27 l 2 . 27 l 2 . 27 I 2 . 27 I � T/ 0 . 00 I 0 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 I � 0 . 00 I 0 ' 00 I 0 . 00 I 0 ' 00 I 0 . 00 l M 0 . 00 l 0 . 00 I 0 ' 00 l 0 . 00 l 0 . 00 I 0 . 00 l 0 ' 00 I 0 . 00 I 0 ' 00 I 0 . 00 I D 0 ' 000 I -0 . 003 I -0 ' 005 I -0 ' 008 I -0 . 0II I 0 ' 000 I -0 . 003 I -0 . 005 l -0 . 008 I -0 . 011 I 4 4- 5 A U . 00 l 0 ' 00 I 0 . 00 I 0 . 00 I ' . 00 l 0 . 00 l 0 . 00 I 0 . 00 l 0 . 08 I 0 . 00 l `J 0 ' 00 I 0 . 00 I 0 ' 00 l 0 . 00 l 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 l 0 ' 00 I 0 . 00 l y0 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I - 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 l D 0 . 000 I -0 . 002 I -0 . 004 I -0 . 007 I -0 . 009 l 0 ' 008 I -0 . 002 I -0 ' 004 I -0 ' 007 l -0009 I , 5 6- I A -0 ' O0 I -0 ' 00 l -0 . 00 I -0 . 00 I - ' . 00 I -0 . 00 I -0 ' 00 I -0 ' 00 I -0 . 00 l -0 . 00 I V -0 . 00 l -0 ' 00 l -0 ' 00 I -0 . 00 l -0 . 00 l � -0 . 00 l -0 ' 00 l -0 . 00 I -O ' UO l -0 . 80 I - M -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 l -0 . 00 I -0 ' 00 l -0 ' 00 l -U . 00 l -0 . 00 I �- I} 0 . 000 I -0 . 014 I -0 . 028 l -0 . 042 I -0 . 056 l � 0 . 000 I -0 . 0I4 l -0028 I -0042 I -0056 I �� ..R RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 4 122 Raildroad Street M New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321L3 LATERAL BRACING ANALYSIS w� ----- - -------- ------- ----- ---------- •-- ------------------- - -- - - ------ ------- - Node Global X Global Y Rotation - ------------------ (in) --- ---LC-------- --- (in) ------LC---- ----- - (rad) -----LCJ" 7 max 3 . 38339 1 -0 . 00000 1 -0 . 02204 1 min 3 . 38339 1 -0 . 00000 1 -0 . 02204 1 8 max 3 .44047 1 0 . 00130 1 0 . 00098 1 min 3 . 44047 1 0 . 00130 1 0 . 00098 1 9 max 3 . 36075 1 -0 . 00211 1 -0 . 02893 1 min 3 . 36075 1 -0 . 00211 1 -0 . 02893 1 .� 10 max 3 . 37879 1 0 . 00000 1 -0 . 02201 1 min 3 . 37879 1 0 . 00000 1 -0 . 02201 1 11 max 3 . 44753 1 0 . 00130 1 0 . 00059 1 min 3 . 44753 1 0 . 00130 1 0 . 00059 1 ""' 12 max 3 . 14587 1 -0 . 00211 1 -0 . 02829 1 min 3 . 14587 1 -0 . 00211 1 -0 . 02829 1 13 max 1 . 98400 1 -0 . 00000 1 -0 . 02204 1 "„ min 1 . 98400 1 -0 . 00000 1 -0 . 02204 1 14 max 3 . 10446 1 0 . 00130 1 -0 . 01754 1 min 3 . 10446 1 0 . 00130 1 -0 . 01754 1 15 max 0 . 00000 1 0 . 00000 1 -0 . 02205 1 ` min 0 . 00000 1 0 . 00000 1 -0 . 02205 1 16 max -0 . 00000 1 -0 . 00000 1 -0 . 02204 1 min -0 . 00000 1 -0 . 00000 1 -0 . 02204 1 wr! 17 max 0 . 00000 1 0 . 00000 1 -0 . 04283 1 min 0 . 00000 1 0 . 00000 1 -0 . 04283 1 18 max -0 . 00000 1 -0 . 00000 1 -0 . 01819 1 min -0 . 00000 1 -0 . 00000 1 -0 . 01819 1 19 max -0 . 00000 1 0 . 00000 1 -0 . 02201 1 min -0 . 00000 1 0 . 00000 1 -0 . 02201 1 ENVELOPE SOLUTION Reactions - -- ------ ------ -- -- -- ---------- -----'--------- ----------------- - -- --- --------,s, Node Global X Global Y Moment --- -- ---- -- ------ -- - (K) -- ----LC----------- (K) ------LC--- ----- - - (K-ft) -- --LC- 15 max -0 . 00000 1 -0 . 00000 1 0 . 00000 1 min -0 . 00000 1 -0 . 00000 1 0 . 00000 1 16 max 0 . 00000 1 0 . 00001 1 0 . 00000 1 min 0 . 00000 1 0 . 00001 1 0 . 00000 1 "* 17 max -1 . 05567 1 -0 . 95335 1 0 . 00000 1 min -1 . 05567 1 -0 . 95335 1 0 . 00000 1 18 max 0 . 17567 1 0 . 95334 1 0 . 00000 1 min 0 . 17567 1 0 . 95334 1 0 . 00000 1 19 max 0 . 00000 1 -0 . 00000 1 0 . 00000 1 min 0 . 00000 1 -0 . 00000 1 0 . 00000 1 40 � IlZSA-2D (fl) Version 3 . 03 Ludy Greenhouse Manufacturing Corp' Page ' 3 122 RaiIdzoad Street ' � New Mac]isozz ' OH 45346 5 /24 /05 WALMART-NORTHAMPTON, MA M5I{32IL3 LATERAL BRACING ANALYSIS ------ -- --------- ---------- ---------------- - -- --- ------------------- - - - � Z J lJn]�raoe�� Lengths l( Factors Bending C� e �e- DJn Node Node Lb-in Lb-out Lc In Out � u�-� � m Cb ---------- ---------- (ft) ----- (ft) ----- (ft) - ---_------ -- - - _-_-_-_-_- � 13 17 - 14 -- --- --- - I4 B - 4 15 12 - B ' 16 18 - 12 ^ 17 10 - 5 18 19 - 10 19 14 - 12 ^- -- ---- ------------------ -------------------- -- --- ----- --------------- - - BC Basic Load Ca�e - - - - - Load Totals 0 .__ ____ _ _ i� ____________Descri]�tio�z Nodal Point Dist . ------------- --- ----------------------- -- - I WIND LOAD I Nodal I,nacls, BLC 1 : WIND LOAD Y ------------------------ ----------------------- ------------------- ' Node --- - -- - - -- . i Nomber Global X Global Y Moment ------------------------ (lI) - ----------------- (I{) - -------- --------- (]I-ft) � I 0 . 880 0 . 000 O ' 000- -- - ' ------ -------------------- ---------------- -------- ------------- Load Combination Self Wt BLC BI,� B�� B�� B�� ----- - - - -- -- - 0o . Description Dir Fac Fac Fac Fac Fao Fac DY0A � � �- -- ---------------- ---- -- --------_--_--_-_- ---_-__--- -_ -_--- _---- --- -- -- -- -I VZ0D LOAD Z l l � ENVELOPE SOLUTION ~^ Nodal Displacements ---- ---------- ---------- -- -- ------ --- --- --_---_-- -------_ _------- ---- -_ -- -- - � Node Global ]{ Global Y Rotation ------- ------------ (in) --- -- -I,C---------- (in) - - ----I,C-- -- ---- -- (�ac�) - -�� - I max 3 '�397� l 0 . 0U0O0 I 0 . 00000 ' O0""" l min 3 ' 43974 l 0 . 00800 l 0 ' 0000" I 2 max 3 . 43894 I -0 ' 00000 l 0 ' 00000 I min 3 . 43894 l -0 . 00000 I 0 ' 0000" 1 3 max 3 '43763 I 0 . 00I30 l 000000 l min 3 . 43763 I 0 . 00I30 l 0 ' 00 00" 1 4 max 3 ' 43426 I -0 ' 002II l 0 ' 00000 I min 3 '43426 l -0 . 0021I l O ' OO""" 1 5 max 3 . 43436 l 0 . 00000 I 0 ' 00000 I min 3 . 43426 I 0 . 00000 I O ' OO""" I 5 max 3 . 38418 I 0 . 00080 l -0 ' 02205 I min 3 . 38418 I 0 . 00000 I -002 l \ �� RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 2 122 Raildroad Street �* New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321L3 LATERAL BRACING ANALYSIS Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef ------------ --------- -- ---------- ---- - (in-2) --------- (in-4) -- ------- --------- GUTTER SIMGUTTER 50 3 . 35 32 . 444 1 . 20 POST1 A13X4X4 55 1 . 48 3 . 774 1 . 20 POST2 9X4X4 50 2 . 28 5 . 648 1 . 20 BRACE . 25X1 . 5STRAP 36 0 . 38 0 . 002 1 . 20 - ------------- ------------ --------- -------------- ---------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length --- ---------- -- ---- -------------------------- ------- -- (in) ---- (in) ------ (ft) 1 1 - 2 GUTTER 1 1 7 .42+" 2 2 - 3 GUTTER 1 1 12 . 00 3 3 - 4 GUTTER 1 1 12 . 00 4 4 - 5 GUTTER 1 1 12 . 00„ 5 6 - 1 POST1 1 0 . 211 6 15 - 6 POST1 12 . 79 7 7 - 2 POST1 1 0 . 21 8 13 - 7 POST1 5 . 2 9""" 9 16 - 13 POST1 7 . 50 10 8 - 3 POST2 1 0 . 21 11 11 - 8 POST2 0 . 62* 12 14 - 11 POST2 4 . 67 13 17 - 14 POST2 7 . 50 14 9 - 4 POST2 1 0 . 21_ 15 12 - 9 POST2 0 . 62" 16 18 - 12 POST2 12 . 17 17 10 - 5 POST2 1 0 . 21 18 19 - 10 POST2 12 . 79'""" 19 14 - 12 BRACE 1 1 12 . 88 - -- ---- -- -- -- ---- -------------------'--------- ---------- ------ ---------- -- ---.rr� I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb - -- -- -- -- ---- ---- -- - (ft) ----- (ft) ---,,-- (ft) --- ---- - -- --------- ---------- -- --- 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 6 - 1 6 15 - 6 7 7 - 2 8 13 - 7 9 16 - 13 1-0 8 - 3 11 11 - 8 12 14 - 11 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321L3 LATERAL BRACING ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Go Shear Deformation: Yes P-Delta Effects Yes ON Redesign No Edge Forces No A. S . I . F. 1 . 333 --------- --- ---------------- ---- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ! ? --------- -- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) -- --- (F) - I 1 0 . 00 13 . 00 1 0 . 00 2 7 . 42 13 . 00 1 0 . 00 00 3 19 . 42 13 . 00 1 0 . 00 4 31 . 42 13 . 00 1 0 . 00 5 43 . 42 13 . 00 1 0 . 00 6 0 . 00 12 . 79 0 . 00 7 7 . 42 12 . 79 0 . 00 8 19 . 42 12 . 79 0 . 00 9 31 . 42 12 . 79 0 . 00 00 10 43 . 42 12 . 79 0 . 00 11 19 .42 12 . 17 0 . 00 12 31 . 42 12 . 17 0 . 00 13 7 .42 7 . 50 0 . 00 14 19 . 42 7 . 50 0 . 00 15 0 . 00 0 . 00 R R 0 . 00 16 7 . 42 0 . 00 R R 0 . 00 17 19 . 42 0 . 00 R R 0 . 00 18 31 . 42 0 . 00 R R 0 . 00 19 43 . 42 0 . 00 R R 0 . 00 ---- ----- - -------- --- --- -- -- ------- Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) -- -- ----- - - --- - (Ksi) ---------- ---- -- - - -- - -- (F) --- ---- - (K/ft3) ---- - - (Ksi) ---- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 �I I I i __ RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 9 122 Raildroad Street New Madison, OH, 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321L2 LATERAL BRACING ANALYSIS OR --- - ----------- ------- -- --- --- ---------- -------- ---- ----------------- --- - --- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc go - -- ----- ------------------- --- ------------- --- - ------------------- --- ---- --- 7 7- 2 0 . 000 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 8 13- 7 0 . 000 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 9 16- 13 0 . 000 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 10 8- 3 0 . 028 1 0 . 03 1 0 . 02 1 0 . 01 1 0 . 01 1 0 . 00 1 0 . 06 1 11 11- 8 0 . 110 1 0 . 11 1 0 . 09 1 0 . 07 1 0 . 05 1 0 . 03 1 0 . 06 1 12 14- 11 0 . 730 1 0 . 73 1 0 . 57 1 0 . 42 1 0 . 26 1 0 . 11 1 0 . 06 1 13 17- 14 0 . 744 1 0 . 01 1 0 . 20 1 0 . 38 1 0 . 56 1 0 . 74 1 0 . 04 1 14 9- 4 0 . 045 1 0 . 05 1 0 . 03 1 0 . 02 1 0 . 01 1 0 . 00 1 0 . 10 1 15 12- 9 0 . 179 1 0 . 18 1 0 . 15 1 0 . 11 1 0 . 08 1 0 . 05 1 0 . 10 1 16 18- 12 0 . 198 1 0 . 02 1 0 . 06 1 0 . 11 1 0 . 15 1 0 . 20 1 0 . 01 1 17 10- 5 0 . 000 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 18 19- 10 0 . 000 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 0 . 00 1 ,; 19 14- 12 - Not Calculated - BISA-21) (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page R 122 UaiIc]road Street New Madison, DB 45346 5/24 /85 WALMI\RT-NORTHAMPTON, MA ww M5I{32lI^2 LATERAL BRACING ANALYSIS -- -- _ --- - ------ -_ --------_ ---- _----_----_ -------__--- -__-_-__--------------_�� Nodes Member ()oaztez Points No Z J I-End 1 /4 1/2 3 /4 J-End - -------- --- -- (K, Kft, iu) LC (K, Kft, io) ]�C (l{, Kft, in) LC (I{, Kft, in) LC (K, I{ft, in) LC---g" 16 18- 12 A 2 . 19 I 2 . 19 l 2 . 19 I 2 . 19 I 2 . 19 l 2 . 19 I 2 . 19 I 2 . 19 I 2 . 18 I 2 . 19 I \7 -0 . 36 l -0 . 36 I -0 ' 36 I -0 ' 36 I -8 ' 36 l -0 . 36 l -0 . 36 1 -0 ' 36 ] -0 . 36 I -0 . 36 I M 0 . 00 l 1 ' 09 I 2 . 18 I 3 . 27 l 4 . 36 I 0 . 00 I 1 ' 09 | I 2 . 18 I 3 ' 27 I 4 . 36 I w� D 0 . 000 I -0 '422 | I -0 . 869 I -1 . 367 I -I ' 94I I 0 . 000 l -0 .422 I -0 . 869 I -I . 367 I -I . 94I I 17 10- 5 A 0 . 00 I 0 ' 00 � I 0 . 00 I 8 . 00 I 0 . 00 I 0 . 00 I 0 , 00 I 0 . 00 I 0 ' 00 I 0 ' 00 I V -0 . 00 l -0 . 00 I -0 . 00 l -0 . 00 I -0 . 80 l -0 . 00 l -O 08 I -0 80 l -0 0O I -O 08 I . . . ' . � M -0 . 80 l -0 . 00 I -0 . 88 I _0 . 00 I -0 ' 00 2 -0 . 00 I -0 . 00 I -0 . 00 l -0 ' 00 I -0 . 00 l 1 D 0 . 000 l -8 ' 009 I -0 . 0I7 I -0 , 026 I -0 . 034 I . ' 0 . 000 I -0 . 009 � l -0 0I7 I -0 . 026 l -0 ' 034 l ` � 18 19- 10 A 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 8 . 00 I 0 . 88 I U . 00 I 0 . 8O I i � . \/ -0 . 08 l -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I / -0 . 00 l -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I M 0 . 00 I 0 . 00 I 0 . 00 I 0 . 08 l 8 . 00 I 8 . 00 I 0 . 00 I 0 ' 00 I 8 . 00 l 0 . 00 I ! D 0 . 000 I -0 . 5I9 I -1 . 039 l -1 . 558 l -2 . 078 I 0 . 000 I -8 �I� I -I U39 l -1 5�8 I -2 O78 l . ' � . . . 19 14- 12 A -6 . 05 l -� 0S � I -6 . 05 I -6 05 I -6 05 l ' . � . . . -6 ' 05 I -6 . 05 I -6 . 05 I -6 . 05 I -6 . 05 l V -0 . 00 l -0 . 00 I -0 ' 00 l -0 . 00 I -8 . 00 I -0 . 00 I -0 . 80 I -0 . 00 I -0 . 08 I -0 . 08 I � M 0 . 00 l 0 . 00 I 8 . 00 l 0 . 00 I 0 ' 80 I 0 . 00 I 0 . 00 I 0 . 00 I 8 ' 00 l 0 . 00 I D 0 . 000 I -0 ' I68 I -8 . 336 I -8 . 504 I -0 . 673 I 0 . 000 l -0 ' 168 I -8 . 336 I -8 ' 584 I -0 . 673 I � / ENVELOPE SOLUTION AISC Code Checks --- - - -- -- --- - - - -- -- -- -------- ------ - ------ - ----- --- - --- ------------------- Nodes Memb, er Quarter Points No Z J max lc U Io 1/4 ln 1/2 ln 3/4 lc L lc Shear lc _ ____ __ __ __ ____ __ __ __ ____ __ __ ____ ___ _ _____________ ___ ______________ _____ ___ I l- 2 0 . 850 I 0 . 05 l 0 . 0 l 0 . 05 l 0 ' 05 I 0 . 05 I 0 . 00 low 2 2- 3 0 . 130 I 0 . 13 I 0 . 13 l 0 ' 13 I 0 . 13 I 0 . 13 I 0 . 00 I 3 3 - 4 0 ' 336 l 0 . 34 I 0 . 34 I 0 . 34 l 0 . 34 I 0 . 34 I 0 . 00 I 4 4- 5 0 . 000 I 0 . 08 I 0 . 0 I 0 . 00 l 0 . 00 l 0 ' 00 I 0 . 00 I 5 6- I 0 . 000 l 0 . 00 l 0 . 00 l 0 . 08 I 0 . 08 I 0 . 08 I 0 ' 00 I 6 15- 6 0 . 000 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I �� ON _ IlZ3A-2D (B) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp . PaE7e ' 7 Il 122 aiIdroacl Street ' � New Madison, OH 45346 S/2� /O5 � ' ' NALMABT-NORTHAMPTON, MA y45l{32IL3 LATERAL BRACING ANALYSIS --- ------------ ---------- --------- --- ----------- --------------- --- - - -------- ^ Nodes Member Quarter Points No Z J Z-Eucl I/4 1 /2 3 /4 J-� zd --- ----------- ( {, {��, io) IC ( {, {��, iz) I � ( {, I� , iz) I � (y , If , ic ) IC ( {, {ft' i o) IC-- 8 J -0 ' 00 I -0 ' 00 l -0 . 00 l - ] . 00 I -000 I -0 ' 00 I -O . 00 l -0 . 00 l -0 . 00 I -0 . 00 I `J -3 . 23 l -3 . 23 I -3 . 23 I -3 . 23 l -3 . 23 I -3 ' 23 I -3 . 23 I -3 .23 I -3 . 23 l -3 . 23 l x' M -2 ' 68 l -2 . 18 I -I ' 68 I -1 ' 18 I -0 . 68 I -2 . 68 I -2 . I8 I -I . 68 I -I . I8 l -0 ' 68 I D 0 . 000 l -0 . 002 I -0 ' 004 l -0 . 006 l -O ' 0O8 I 0 ' 000 I -0 . 002 I -0 . 004 I -0 . 006 I -0 ' 008 I I2 14- II J -0 . 00 l -0 . 00 I -0 . 00 I -0 ' 08 l -0 ' 00 l -0 . 00 I -0 . 00 I -0 ' 00 l -0 . 00 l -0 . 00 l \7 -3 ' 23 I -3 ' 23 I -3 .23 l -3 .23 l -3 ' 23 l -3 . 23 I -3 . 23 I -3 .23 l -3 '23 I -3 . 23 I K0 -17 . 75 l -I2 . 98 I -I0 .2I I -6 . 45 I -2 ' 68 I -17 . 75 I -12 . 98 I -I0 .21 I -6 .45 I -2 ' 68 l � D 0 ' 0OU I -O . l28 I -0 ' 208 I -0 . 253 l -0 ' 276 I ' 0 . 000 I -0 . 128 I -0 . 208 l -0 . 253 I in -O ' 276 I I2 l7- I4 � -� . I9 l -2 ' I9 I -� ' I9 l -2 ' I� I -2 ' I9 I | � -2 . I9 I -2 . 19 I -2 . 19 I -2 . I9 I -2 . I9 I ' - \/ 2 . 37 I 2 . 37 I 2 ,37 I 2 .37 l 2 . 37 l 2 ' 37 I 2 ' 37 I 2 . 37 l 2 . 37 l 2 ' 37 I � 04 -0 . 08 l -4 . 44 I --8 . 87 l -I3 3l I I7 75 I � . . ' -O . O0 l -4 . 44 I -8 . 87 I -I3 . 31 l -17 . 75 l I} 0 . 000 I -0 . 556 I -I . 073 I -I . SlI I -1 . 833 I 0 ' 000 I -0 . 556 l -1 ' 073 l -1 ' 511 l -IO33 I 14 9- 4 J\ 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l ' ' O~ I 0 ' 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 l \/ 5 . 25 l 5 . 25 I 5 .25 l 5 . 25 l 5 . 25 I 5 . 25 l 5 . 25 I 5 . 25 I 5 . 25 l 5 . 25 l Y4 1 . 10 I 0 . 83 I 0 . 55 l 0 ' 28 l 0 . 00 l 1 . 10 l 0 . 83 l 0 . 55 l 0 ' 28 l 0 . 00 l �T D 0 . 000 I -0 . 01I I -0 . 022 I -0 . 033 I -0 . 044 l 0 . 000 I -0 . 0I1 I -0022 I -0032 I -0044 l 15 12- 9 A 0 ' 00 I 0 . 00 I 0 . 00 l 0 . 00 I '0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 00 l `J 5 . 25 I 5 . 25 I 5 . 25 l 5 . 25 I 5 . 25 I 5 . 25 l 5 . 25 I 5 . 25 I 5 ' 35 I 5 ' 25 l M 4 . 36 I 3 . 54 I 2 . 73 I 1 ' 92 l I ' I0 l 4 . 36 I 3 . 54 I 2 . 73 l 1 . 92 l 1 . 10 I D 0 . 000 I -0 . 032 l -0 . 064 I -0 . 096 I -0 . I28 I 0 . 000 I -0 ' 032 I -0 . 064 I -0 . 096 I -0 . I28 I � on IlZ8A-2D (B) Version 3 . 03 O3 Greenhouse zenobon�� Maoufactoring Corp . � Page 6 122 8ailclroad Street New Madison, OH 45346 5 /24 /05 WALMAIlT-NORTHAMPTON, MA M5I{32lL2 LATERAL BRACING ANALYSIS - ---- - -- --- ---------------- - ------ ----------- ----------- ------------- ------- Nodes Member Quarter Points No I J Z-End I/4 1 /2 3 /4 J-End - --- - --- - ----- (K, I{ft, in) LC (I{, Kft, in) LC (K, Kft, in) LC (K, I{ft, in) LC (K, Kft, in) LC- -o" 6 15- 6 A 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 8 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 l 8 ' 00 I \/ 0 . 00 l 0 U0 l 0 8U l 0 00 I O 00 I ' ' ' ' ' p� 0 . 00 I 0 . 00 I 0 ' 00 I 0 . 00 l 0 ' 80 I M 0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I -0 . 00 I 0 . 00 l -0 00 l -0 O0 I -0 00 I -O 00 I . . � . . . D 0 . 000 l -0 . 523 I -1 . 045 l -1 . 568 I -2 . 090 I -- 0 . 080 I -0 . 523 I -I ' 045 l -1 . 568 I -2 . 090 I � 7 7- 2 A 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I w� V -0 . 80 I -8 . 00 I -0 . 00 I -0 ' 08 I -0 ' 80 I -0 . 00 I -8 . 00 l -0 . 00 I -0 ' 0U I -0 ' 00 I � . � M -0 ' 00 I -O . UO I -0 . 00 I -0 ' 00 I 0 ' 00 I � -0 ' 00 I -8 . 00 I -0 . 00 I -0 . 00 I 0 ' 00 l | D 0 . 000 I -0 ' 009 l -0 ' 0I7 l -0 . 026 I -0 . 034 l ' 0 . 000 l -0 . 008 I -0 ' 017 I -0 . 026 I -0 . 034 I 8 13- 7 A 0 . 00 I 0 . 00 ! I U 00 I 0 0U I O O0 I � . . . | 0 . 00 I 0 . 00 l 0 ' 00 I 0 ' 00 I 0 . 00 I � V -0 . 00 I -8 OO I -0 . 00 I -0 U0 l -0 08 I ` . . � ' ' . -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I M 0 ' 00 l 0 . 00 l 0 . 00 I 0 ' 00 l 0 ' 00 I 0 ' 08 I 0 . 08 l 0 . 00 l 0 . 00 I 0 . 00 l D 0 ' 000 I -0 '2I6 I -0 . 432 I -8 . 648 l -0 . 864 I 0 ' 000 I -0 .2I6 I -0 . 432 I -0 648 I -0 864 l � . . . 9 16- 13 A 0 . 00 I 0 OO l 0 . 00 l 0 00 I 0 OO l ' . � . ' . 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 I `J -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I w� -0 ' 08 I -0 . 08 | I -0 . 00 l -0 ' 00 l -0 . 00 I M -0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I -0 . 00 l 0 0O l 8 08 l 0 00 I 0 00 l ' . . ' ' D 0 ' 800 I -8 . 306 I -0 ' 612 I -0 ' 8I8 l -I . 225 l 0 . 000 I -0 . 306 I -0 . 6I2 l -8 . 9I8 l -I . 225 l 10 8- 3 J\ -0 . 00 l -0 . 00 | I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I WO V -3 . 23 l -3 . 23 l -3 . 23 I -3 . 23 I -3 . 23 I -3 . 23 I -3 . 23 I -3 . 23 l -3 . 23 I -3 . 23 I M -0 . 68 I -0 . 51 I -0 . 34 I -0 . 17 I 0 . 00 I � -8 . 68 I -0 . 5I � I -0 . 34 I -0 . I7 I 0 . 00 I D 0 . 000 I -0 . 00I I -0 . 081 l -0 . 002 I -0 ' 002 I 0 . 000 l -0 . 001 l -0 . 001 I -0 . 002 I -0 . 002 I m� i IlZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 5 122 Raildroacl Street � New Madison, OH 45346 5/24 /05 ~ WALMART-NORTHAMPTON, MA M5I{32IL2 LATERAL BRACING ANALYSIS ENVELOPE SOLUTION Member Section Results � ------ ---------------------- -- -------- --- ---------------- ------------------- Nodes Member Quarter Points No I J Z-End I /4 1/2 3 /4 J-End � -------- ------ (I{, Kft, in) LC (K, Kft, io) LC (I{, Kft, ii-i) LC (K, Kf , in) LC (K, I{ft , in) LC- - I I- 2 J\ 2 . 02 I 2 . 83 l 2 ' 02 l 2 ' 02 I 2 . 02 I 2 . 02 I 2 . 02 ^I 3 . 03 l 2 . 02 I 2 . 02 I V 0 ' 00 I 0 . 00 I 0 ' 00 l 0 ' 00 I 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l 0 ' 00 I PF 80 0 ' 00 l 0 . 00 I 0 ' 00 I 0 ' 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I D 0 . 000 l -0 . 002 I -0 ' 004 I -0 . 007 I -0 . 009 I 0 . 000 l -0 . 002 I -0 ' 004 l -0 . 007 I -0 ' 009 l 2 2- 3 A 2 . 02 I 2 ' 02 I 2 ' 02 I 2 . 02 l 2 . 02 I 2 ' 02 l 2 . 02 I 2 . 02 I 2 ' 02 I 2 . 02 l V 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 I 0 ' 00 l 0 ' 00 l 0 . 00 l 0 ' 00 l 0 . 00 l � M 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 000 l � 0 . 00 l 0 ' 00 I 0 ' 00 l 0 ' 00 l 0 ' 00 l ' D 0 . 000 l -0 ' 002 l -0 . 004 I -0 . 006 I -0 . 007 I � � 0 . 000 I -0 . 002 I -0 ' 004 I -0 . 006 I -0 ' 007 I ~ 3 3- 4 A 5 . 25 I 5 . 25 l 5 . 25 l 5 . 25 I 5 .25 I i 5 . 25 I 5 . 25 I 5 ' 25 l 5 . 25 I 5 . 25 l l7 0 ' 00 I 0 ' 00 l 0 . 00 l 0 ' 00 I 0 . 00 l �^ 0 ' 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I M 0 ' 00 I 0 ' 08 l 0 . 00 I 0 ' 00 l 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I O ' OO l 0 . 80 I D 0 . 000 I -0 . 003 I -8 ' 006 l -0 . 008 I -O ' OlI I 0 . 000 I -0 . 003 l -0 . 006 l -0 ' 008 l -0 . 01I l 4 4- 5 A -O ' OU I -0 . 00 l -0 . 00 I -0 ' 00 l -0 ' 00 l -0 ' 00 I -0 . 00 I -0 . 00 I -0 UO I 0 00 I � -. . . ^~ V 0 ' 00 I 0 ' 08 l 0 . 00 I 0 . 00 I 8 ' 00 I 0 . 00 l 0 . 00 l 0 . 00 l 0 ' 80 I 0 . 00 I M 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 l 8 ' 00 I 0 . 00 I 0 . 00 I 8 ' 00 I 0 . 00 l I} 0 ' 000 I -0 . 002 I -0 . 004 l -8 ' 007 l -0 . 009 I 0 . 000 l -0 . 002 I -0 ' 804 I -0 . 007 I -0 . 009 I 5 6- l A 0 . 00 l 8 . 00 l 0 . 00 I 0 ' 00 I 0 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I \/ 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 I 0 ' 00 l 0 . 00 I O . 80 I 0 ' U0 I O 00 l � . ^ M 0 ' 08 I 0 . 00 l 0 . 00 I 0 . 00 I -0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I -0 . 00 I D 0 . 000 I -0 . 009 I -0 . 017 I -0 . 26 l -0 . 34 I � 8 . 000 1 -0 ' 009 1 -0 ' 017 1 -0 . 026 1 -0 . 034 1 No RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 4 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321L2 LATERAL BRACING ANALYSIS �.. Node Global X Global Y Rotation - - - -- ------- -- ----- (in) ------LC---------- (in) ------LC--- ------- (rad) -----LC-W 6 max 2 . 09025 1 0 . 00000 1 -0 . 01362 1 min 2 . 09025 1 0 . 00000 1 -0 . 01362 1 7 max 2 . 08843 1 -0 . 00000 1 -0 . 01361 1 ,,, min 2 . 08843 1 -0 . 00000 1 -0 . 01361 1 8 max 2 . 11773 1 0 . 00159 1 -0 . 00095 1 min 2 . 11773 1 0 . 00159 1 -0 . 00095 1 9 max 2 . 06760 1 -0 . 00259 1 -0 . 01733 1 W min 2 . 06760 1 -0 . 00259 1 -0 . 01733 1 10 max 2 . 07783 1 -0 . 00000 1 -0 . 01354 1 min 2 . 07783 1 -0 . 00000 1 -0 . 01354 1 1.1 max 2 . 11115 1 0 . 00159 1 -0 . 00117 1 min 2 . 11115 1 0 . 00159 1 -0 . 00117 1 12 max 1 . 93787 1 -0 . 00259 1 -0 . 01697 1 min 1 . 93787 1 -0 . 00259 1 -0 . 01697 1 13 max 1 . 22465 1 -0 . 00000 1 -0 . 01361 1 min 1 . 22465 1 -0 . 00000 1 -0 . 01361 1 14 max 1 . 84401 1 0 . 00159 1 -0 . 01112 1 """` mill 1 . 84401 1 0 . 00159 1 -0 . 01112 1 15 max 0 . 00000 1 0 . 00000 1 -0 . 01362 1 min 0 . 00000 1 0 . 00000 1 -0 . 01362 1 16 max -0 . 00000 1 -0 . 00000 1 -0 . 01361 1 min -0 . 00000 1 -0 . 00000 1 -0 . 01361 1 17 max 0 . 00000 1 0 . 00000 1 -0 . 02500 1 min 0 . 00000 1 0 . 00000 1 -0 . 02500 1 W 18 max -0 . 00000 1 -0 . 00000 1 -0 . 01144 1 min -0 . 00000 1 -0 . 00000 1 -0 . 01144 1 19 max -0 . 00000 1 -0 . 00000 1 -0 . 01354 1 W min -0 . 00000 1 -0 . 00000 1 -0 . 01354 1 ENVELOPE SOLUTION Reactions - - - --- ------------- - - -- -------- -- --- ----- ---- --------- -- -- ---- - - -- -- -- - -- --- Node Global X Global Y Moment - -- - - - - -- --- -- - - --- - (K) ------LC-- ------- - - (K) ------LC- --------- (K-ft) - ---LC- 15 max -0 . 00000 1 0 . 00000 1 0 . 00000 1 min -0 . 00000 1 0 . 00000 1 0 . 00000 1 16 max 0 . 00000 1 0 . 00002 1 0 . 00000 1 min 0 . 00000 1 0 . 00002 1 0 . 00000 1 17 max -2 . 41137 1 -2 . 19269 1 0 . 00000 1 min -2 . 41137 1 -2 . 19269 1 0 . 00000 1 18 max 0 . 38737 1 2 . 19266 1 0 . 00000 1 mill 0 . 38737 1 2 . 19266 1 0 . 00000 1 19 max 0 . 00000 1 0 . 00000 1 0 . 00000 1 �' min 0 . 00000 1 0 . 00000 1 0 . 00000 1 � � IlI8A-2D (R) Version 3 . 03 Ludy {}reonbnooe Manufacturing Corp. PaBe . 3 122 BaiIdroacl Street ' � New Madison, OH 45346 5/�� /85 ° ' ' WALMART-NORTHAMPTON, MA M5I{221L2 LATERAL BRACING ANALYSIS _--- ---- _---_--_-------_-----_-_-----_-------- -_- ------------ ------- ----_- - - I J Dnbraoed Lengths I{ Factors Bending CVefo No Node Node Lb-in Lb-out I,o In Out Cm Cb - ----- -------------- (ft) ----- (ft) (��) ---- - ------------ --------------- - -- ---- `^ 12 14 - ll 13 17 - 14 14 9 - 4 ` 15 12 - 9 ^ � 16 IO - 12 17 10 - 5 18 19 - 10 � 19 14 - 12 ---------------------- ------------ --------------- ------- -------------- -- -- -- BLC Basic Load Case Load Totals No. Description Nodal Point Dist . ' ---- -- ------------- - -- ------------ --- ------- -- -- ---------- ------------ ---- - - I WIND LOAD I � -`' Nodal Loads, BLC I : WIND LOAD -- -------_--_-----_--_------ -_-------- _- _-----__------ ------__-----_ -- -- - - -_ \ Node Number Global X Global Y Moment ------------------------ (I{) ----------------- - (]I) - ----- ------------ (K-ft) - --- l 2 ' 024 0 . 000 O 00O . . ------ -------- -------- -- - --- --- --------- - -------- --------- ---------- -- --- - -- Load Combination Self Wt BLC BLC BLC BLC BLC W E No ' Description IJiz Fac Fac Fac Fan Fac Fao DYNA S l7 -- ------- ------------------- --- --------- --- - ---- ----- ------------- - - -- - --- -- I WIND Z^OAJ] ][ l I Y Y - ENVELOPE SOLUTION Nodal Displacements � ---- -----_ -_---------- ----_- ----__--- -_- --- - ---_ -- --_- ---- -----_-- ---- -_- --- *" Node Global I{ Global Y Rotation ---- --- ------------ (in) -- --- -LC--------- - (in) --- ---I,C- -- -- ----- (rad) -- ---LC- I max 2 . 12457 I 0 . 00000 l 0 . 00000 l min 2 . 12457 I 0 ' 00000 l 0 '' 00O8O I 2 max c 2 . 12272 I -0 . 00000 I 0 . 00000 I min 2 . I2272 I -0 . 00000 I 0 . 00000 I 3 max 2 . 11972 l 0 . 00159 l 0 . 00000 l min 2 . 11972 I 0 . 00159 I 0 '' 0O0OO I �� 4 nuaz 2 . 11194 I -000259 l 000000 l � min 2 . 11194 I -0 . 00259 l U '' 0O0OU I 5 max 2 . I1194 l -0 . 00000 I 008000 l �� min 2 ' 11I94 1 -0 . 00000 1 0 . 00000 1 M IlZSA-21) (Il) Version 3 . 03 Greenhouse 2 ' Ludy �ee�b000e Manufacturing Corp - � ' pm 122 IlaiIclroad Street 5 /24 /05 New Madison, OH 45346 , ' WALMABT-NORTHAMPTON, MA so M5I{32II,2 I^ATEIQAI, BRACING ANALY8IS=�==���~��~������=���=�=���=�~���~�~=�=�~�� ------ --- --- - ---------- ----------------- ---------------- -------- - --------- - - Section Database yatl . Area Moment of As y/y Inertia CVe� Label Shape Set Izzer, - -- -- ------__------------ ---- (io^2) -------- - (izz 4) - --- ------- ------ ------ -- -- -- -- -------------------- -- ----- -- - ]lTIIl SZMQU] TIl 50 3 . 35 �2 '444 I '20 PO8][I AI3}{4}[4 55 1 .48 3 . 774 I . 20 POS7C2 TD6}{6}{3 46 4 . 27 23 ' 800 I . 20 POST3 9X42{4 50 ' 2 . 28 5 . 648 l . 20 BRACE ' 25}C1 ' 5S][IQ\P 36 0 . 38 0 . 002 I . 2O . ---------_----------_-_----------_- --- --- ----- ------_------_--- -----_- - -- ---Z J Z Releases J Ial Offsets No Node Dmle Section u ! r xlz Sec 8 «al I J Length ------------ - ---------------------- ------- -- ---------- ----------- - ---_--- ____ _ _ __ __ _ _ _____________ (in) ____ (in) ____ __ (ft) �— 7 �2 l I - 2 (�D]C]C�Il I l . I� . UU 2 2 - 3 GD9 ] El I I 3 3 - � �O�9 � l l I I2 ' OO 0�, GUTTER l2 00 } I l 4 � - GUTTER 'U 2I � 5 � - l DOSIl I . I2 . 79 ` 6 15 - 6 P0STI 0 2I�� 7 7 - �2 �OS 2 I ' ) 5 ' 29 8 13 - 7 POS?[2 7 . 50 � g 16 - 13 POST2 0 . 21**' - 10 8 3 D8S.22 I 0 . 62 ll ll - 8 PO8T2 4 . 67 12 14 - Il PO8T2 7 . 5040 13 17 - 14 P0S- g[2 0 . 21�� 14 9 � �US9[2 0 . 62 15 12 - 9 D08T2 12 . 17 16 18 - 12 POST2 0 . 210" - 17 10 5 POST3 l 12 . 79 18 lg - lO POST3 12 . 88 BRACE 14 - 12 B ��� I � I . | W | ____ ----_------ ------ - --- -- - ---- --- --- --_-__----__- -- - - ------ - - - -- - - -- -- -- -- Z J Unbcaned Leng+lzs f{ Factors Bending Coefa Cb No Node Node Lb-in Lb-out � Lc In Out Cm _____so --- -- - -- - -- - - -- -- -- - (ft) --_-- (��) -__�_- (��) -- - -- - ----_--- ------_ --_----- l I - 2 ! � 2 2 - 3 3 3 - 4 4 4 - 5 � 5 6 - 1 6 15 - 6 � 7 7 - 2 8 13 - 7 9 15 - 13 w� lO 8 - 3 lI Il - 8 / � RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321L2 LATERAL BRACING ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No s Edge Forces No A. S . I . F. 1 . 333 ------- -- ---------------------- -- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp ---- -- -- --- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) .- 1 0 . 00 13 . 00 1 0 . 00 2 7 . 42 13 . 00 1 0 . 00 3 19 .42 13 . 00 1 0 . 00 4 31 . 42 13 . 00 1 0 . 00 5 43 .42 13 . 00 1 0 . 00 6 0 . 00 12 . 79 0 . 00 7 7 .42 12 . 79 0 . 00 8 19 .42 12 . 79 0 . 00 9 31 . 42 12 . 79 0 . 00 10 43 .42 12 . 79 0 . 00 11 19 . 42 12 . 17 0 . 00 12 31 . 42 12 . 17 0 . 00 13 7 .42 7 . 50 0 . 00 14 19 .42 7 . 50 0 . 00 15 0 . 00 0 . 00 R R 0 . 00 16 7 .42 0 . 00 R R 0 . 00 17 19 . 42 0 . 00 R R 0 . 00 18 31 .42 0 . 00 R R 0 . 00 19 43 . 42 0 . 00 R R 0 . 00 ----- -- - --- - -------- -- ----- ------ - -- -J-- Material_ Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) -- -- ---- ---- --- (Ksi) -------- ----- ---------- (F) - ---- --- (K/ft3) ----- - (Ksi) -- -- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 No ow ■ .w w ..r i � IlZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp' Page ' 9 122 RaiIdzoad Street ' � New D0aclioozz, OH 45346 5 /2� /O5 � . � ' WALMABI-NORTHAMPTON, M& D45I{321I,1 LATERAL BRACING JQ\AL]{SZS __ ______ _ ___________ _________________ _ __ ___ __________ _______ ____ ___ _ __ __ __ _ _ Nodes Member Quarter Points No I `T Max In 0 lc 1/4 lc 1/2 lc 3/4 lc I, lc Shear- Ic --------- ------------------ - --------------- ----- - --- -------- ------ ---- -- -- - - � 7 7- 2 0 . 000 I 0 . 00 l 0 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 l 8 13- 7 0 . 000 l 0 ' 00 I 0 . 00 I 0 . 00 l 0 ' 00 I 0 . 00 l O ' 0O l ' ' 9 16- l] 0 ' 000 I 0 . 00 I 0 ' 00 l 0 ' 00 I 0 . 00 I 0 00 l U ' 00 I 10 8- 3 0 . 03I I 0 ' 03 I 0 . 02` l 0 ' 02 I 0 . 01 I 0 ' 00 I 0 . 04 I II II- 8 0 . I23 I 0 . 12 I 0 . 10 I 0 . 08 I 0 . 05 l 8 ' 03 l 0 ' 04 l 12 14- II 0 . 8I5 l 0 . 82 I 0 . 64 l 0 ' 47 l 0 . 30 I 0 ' I2 I 0 ' O4 I 13 17- 14 0 ' 826 I O ' OI I 0 . 21 l 0 ' 42 I 0 . 62 l 0 ' 83 l 0 ' U3 I � 14 B- 4 0 . 05I I 0 . 05 l 0 ' 04 l 0 . 03 l 8 . 01 l 000 I U ' O7 l 15 12- 9 0 ' 20I I 0 . 20 I 0 . 16 I 0 ' I3 I 0 . 09 l 0 ' 05 I O ' O7 I 16 18- 12 0 . 220 I 0 ' 02 I 0 ' 07 l 0 . 12 I 0 . I7 I 0 '22 I O ' 00 l �- 17 IO- 5 0 . 000 I 0 . 00 I 0 . 00 I 0 . 00 l 0 ' 00 l O '' 0O l 0 . 00 l 18 19- 10 0 . 000 I O ' OU I 0 . 00 l 0 . 00 I 0 ' 00 I 0 . 00 I 0 ' UO I - - I� I4 l2 ' ' 0o� Calculated - \ * � ~. no flISA-21) (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 8 122 RaiIclroacl Street New Madison, OH 45346 5/24 /05 WALMABI-NORTHAMPTON, MA w� y05K32ILI LATERAL, BRACING ANALYSIS - - _- _ - -- ------ - -- - - ----- ---- --- - ---_---_- --- _---___ - -- --_---- -- - -_--_- --- - - -�� Nodes Member Quarter Points No Z J Z-End 1 /4 I /2 3/4 J-End - - --- - - ------- (I{, ]Ift , io) LC (I{, ICft, izz) LC (I{, ]Ift , in) LC (I{, ]Ift, irz) Z.C (f{, I{ft , io) I^C--- IG 18- 12 J\ 0 . 95 l 0 . 95 I 0 . 95 l 0 . 95 I 0 . 95 I 0 . 95 I 0 . 95 I 0 . 95 l 0 . 95 l 0 . 95 I \/ -0 . 16 l -0 . 16 I -0 . 16 I -0 . 16 l -0 . 16 I ' m� -0 . 16 I -8 . 16 l -0 . 16 I -0 . I6 I -0 ' 16 I M 0 . 00 l 0 . 47 I 0 . 94 I 1 . 42 I 1 ' 89 I 0 . 00 I 0 . 47 l 0 . 94 I I . 42 l I 89 I / . D 0 . 000 l -0 . 672 l -1 ' 390 I -2 . 200 I -3 . I49 I 0 . 000 I -0 . 672 l -I . 390 I -2 ' 200 I -3 ' I48 I 17 IO- S A -0 . 00 l -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I -0 ' 00 l -0 ' 08 I w� \7 0 . 00 l 0 . 00 l 0 ' 00 l 0 ' 00 I 0 . 00 I 0 . 80 I 0 . 80 I 0 . 00 I 0 . 88 I 0 . 00 I M 0 . 80 l 0 . 00 � l 0 O0 I O O0 I -8 00 l � . . . ' 0 . 80 I 0 . 00 I 0 . 00 I 0 . 00 l -U . UU I | I} 0 . 000 I -0 . 01-4 | I -0 . 028 I -0 . 042 I -0 . 055 I / 0 . 000 I -0 . 014 l -0 . 028 l -0 ' 842 l -0 . 055 I ' 18 19- lO A -0 . 00 I -8 ' 00 I -0 . 00 I -0 . 00 I -0 ' 00 I -0 ' 00 I -0 . 00 I -0 . 08 l -0 . 00 I -0 . 00 I \/ -0 ' 00 l -0 . 08 I -0 . 08 I -8 . 00 I -0 . 00 I ' -0 . 00 l -O OO � I -O 00 I -U 00 I -0 0U I � ' ' ' ' w� M 0 . 00 I O 80 l 0 . 00 I O O8 l O 0O I . . � . . . 0 . 00 I 0 . 08 I 0 . 00 l 0 . 00 I 8 ' 00 I D 0 . 000 I -0 . 845 l -1 . 689 I -2 . 534 l -3 . 379 I w� 0 . 000 I -0 ' 845 l -1 . 689 l -2 . 534 I -3 . 379 I 19 14- 12 A -2 . 63 I -2 . 63 I -2 . 63 I -2 . 63 I -2 . 63 l -2 . 53 I -2 . 62 l -2 . 63 l -2 . 63 l -2 . 63 I \/ -0 . 00 l -U . OO I -0 . 00 l -0 . 00 l -0 . 00 I � -O . 00 I - 8 . 00 I -U . 00 I -0 . 00 l -0 . 00 I M 0 . 00 l 0 . 00 I 0 . 00 I 0 . 08 I 0 . 00 I 0 . 00 I 8 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I m� D 0 . 080 I -0 . 27I l -8 ' 542 l -0 . 8I3 I -I . 085 I 0 . 000 I -0 . 27I I -0 . 542 I -0 . 8I3 l -I . 085 I ENVELOPE SOLUTION AISC Code Checks | - -- - - - - -- -- - - _- -- -- - --- ---- ---- -----L - --- -- - - -_--- --- ---_- ---_ _ --- - --_-- - --_ Nodes Member Quarter Points No I J Max lc 0 Ic 1 /4 lc I /2 Ic 3 /4 Io I^ Ic Shear Ic _ - _ - --- -- -- __ -_ -- _ - -- -- -- _-__ _- -- - --- _ _-- _-_ - ----_ - - _ _ _-_-- -- - -- -- -_--_-- --- I I- 2 0 . 022 I 0 . 02 l 0 . 02 I 0 . 02 I 0 . 02 l 0 . 02 I 0 . 00 Iow 2 2 - 3 8 . 056 l 0 . 06 I 0 . 06 l 0 . 06 I 0 . 06 I 0 . 06 l 0 . 00 I 3 3 4 0 . 146 I 0 . I5 l 0 . 15 I 0 . 15 I 0 . I5 I 0 . 15 I 0 . 00 l 4 4 5 0 . 008 I 0 . 00 I 0 . 00 I 8 . 00 I 8 . 00 l 0 . 00 l 0 . 00 l 5 6- l 0 . 000 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I"'� 6 15- 6 0 . 000 l 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l W � RZ8A-2D (8) Version 3 . 03 ^ ' Ludy Greenhouse Manufacturing Corp. Page 7 122 IlaiIdroad Street - New Madison, OH ��]46 5 /2� /O5 > ' ' V0ALMARI-NORTHAMPTON, MA y45I{32ILl LATERAL BRACING ANALYSIS -------- - --- --- - ------ - --- ---- ---------- --- ------ ----- - -------- - -- -- - - - -- -- - �^ lJoc}ea Member Quarter Points No Z J Z-End I /4 1/2 3/4 J-Bud -------------- (}[, I{ft, io) I,C (]I, I{ft, izz) I,[ (P{, I<ft , io) LC (}{, ]If/ , in) I,C (]I, Kft, io) I,i---- Il II- 8 A -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 l -0 . 00 l � ' -0 . 00 I -0 ' 00 I -0 . 00 I -0 . 00 l -O . UO l V -1 . 39 I -1 . 39 .l -1 . 39 I -1 . 39 I -1 . 39 I -1 ' 39 I -1 . 39 I -I . 39 I -I . 39 l -I . 39 I & M -I ' I6 I -0 ' 94 l -0 . 73 I -0 ' 5I l -0 . 29 I -I . lG I -0 . 94 I -0 . 73 I -0 . 5I l -0 . 29 I D 0 . 000 I 0 . 001 I 0 ' 003 I 0 . 004 I 0 . 006 I /^ 0 . 000 l 0 . 001 I 0 ' 003 l 0 . 004 l 0 . 006 I 12 14- Il A -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I -O . 00 I -_ -O ' OU l -0 . 00 l -O OO I 0 O0 I 0 O0 I �� ' . . . V -I . ]9 I -I . 39 I -1 . 39 I -1 . 39 l -1 . 39 I �^ -1 . 39 I -1 . 39 I -1 . 39 I -1 . 39 I -1 . 39 l M -7 . 67 I -6 . 04 I -4 .41 I -2 . 79 l -1 . 16 l -7 . 67 I -6 . 04 I -4 . 41 I -2 . 79 I -I . I6 I � � D 0 . 000 I -0 . I95 l -0 . 302 I -0 . 347 I -0 . 35I I ' 0 . 000 I -0 . 195 l -0 . 302 l -0 ' 347 I -0 . 35I l Il 17- 14 A -0 ' 95 I -0 ' 95 I -0 . 95 l -0 . 95 I -0 . 95 I � t -0 . 95 l -0 . 95 I -0 ' 95 I -0 . 95 I -0 . 95 I / l7 I . 02 I I . 02 I 1 . 02 I 1 . 02 I 1 . 02 l � I , 02 I 1 . 02 I I . 02 I 1 . 02 l 1 . 02 I D4 -0 . 00 l -I . 92 l -3 ' 84 l -5 . 75 l -7 ' 67 I � -0 . 00 I -I . 92 I -3 . 84 l -5 . 75 l -7 . 67 I I} 0 . 000 I -0 . 95I l -1 . 832 I -2 . 570 l -3 . 095 I 0 . 000 I -0 . 95I I -I ' 833 l -2 . 570 l -3 . 095 l �^ 14 9- 4 7\ 0 . 00 l 0 . 00 I 0 . 80 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I V 2 . 27 l 2 . 27 I 2 . 27 I 2 . 27 l 2 . 27 I $' 2 . 27 I 2 . 27 I 2 . 27 I 2 . 27 l 2 . 27 l M 0 . 48 l 0 . 26 I 0 . 24 l 0 . I2 I -0 . 00 l 0 . 48 I 0 . 36 l 0 . 24 l 0 . 12 I -O . 00 I D 0 . 000 I -0 . 018 l -0 . 036 I -0 . 055 l -0 . 073 l � 0 . 000 I -0 . 0I8 I -0 . 036 I -0 . 055 l -0 . 073 l 15 12- 9 A 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I O . 00 I 00 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 I O OO I � . . a V 2 . 27 I 2 . 27 I 2 . 27 I 2 . 27 l 2 . 27 I 2 . 27 I 2 . 27 I 2 . 27 I 2 . 27 I 2 . 27 I M 1 . 89 I 1 . 54 l 1 . 18 ] 0 . 83 l 0 . 48 I 1 . 89 I I ' 54 l 1 . 18 . I8 I 0 . 83 I 0 48 I D 0 . 000 I -0 . 053 I -0 . I06 l -0 . 150 l -0 . 2I3 l 0 . 000 l -0 . 053 l -0 . 106 I -0 . I60 I -0 . 213 I � � DI8A-21) (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 6 122 IIeildzoacl Street | "� � New Madison, 0B 45346 ! 5 /24 /05 WALMART-NORTHAMPTON, MA v� M5D32ILl LATERAL BRACING ANALYSIS - - ---- -- --_- - ------ - _- - - - __- --- ---_ _- - --- -- -_--- -- -_-_-_--__ --_---_---_ - --_ -�� Nodes Member Quarter Points No Z J Z-End I /4 1 /2 3 /4 J-End -- --- - - - ---- -- (I{, f{ft, io) I,C (I{, I{ft, izz) LC (I{, ]Ift, izz) LC (lI, ]Ift, iu) I,C (]I, I{ft , iu) I,C- -NM 6 15- 6 A -0 . 00 l -0 ' 00 I -0 . 00 I -0 ' 00 I -0 ' 80 I -0 ' 00 I -0 ' 00 l -0 . 00 I -0 . 00 l -0 ' 00 I \/ 0 . 00 I 0 . 00 I 0 . 00 l U OO I 8 OO l . ' ' 0 . 00 I 0 . 00 0 . 00 I 0 . 00 I 0 ' 00 I M -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I -0 ' 00 I -0 . 00 l -0 . 00 l -0 . 00 l -0 . 00 I -0 ' 00 I D 0 . 000 l -0 . 846 I -I . 692 I -2 . 538 I -3 ' 384 l 0 . 000 l -8 ' 846 I -I . 692 I -2 . 538 I -3 . 384 I 7 7- 2 A 0 ' 08 l 8 ' 00 l 0 . 00 l 0 . 00 I 8 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I `J -O . 00 I -0 . 00 l -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I -8 . 00 I -0 ' 00 I � M -0 . 00 l -0 ' 00 I -0 . 08 I -0 . 00 I -0 . 00 I -U . UU l -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I \ D 0 . 000 I -0 . 0I4 l -0 . 028 l -0 . 042 I -0 ' 056 I 0 . 000 l -0 . 0I4 I -0 O28 I -8 O�2 I -8 056 I 8 13- 7 �& 0 . 00 I � ' ' ' ' O ' 00 l 0 . 00 I 8 . 00 I 0 . 00 I � 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 ' 00 l � \7 0 . 08 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I w� � M -0 . 00 I -0 ' 00 l -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -O . 00 I -0 . 00 I -0 . 00 I -0 . 00 I D 0 . 000 I -0 . 358 I -0 . 700 l -I ' 050 l -I . 398 l 0 . 080 l -0 . 350 l -0 . 700 I -I ' 050 I -I . 399 l 9 16- 13 A 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 88 I 0 ' 00 I V 0 . 00 l 0 . 00 ! l 0 . 00 I 0 . 00 l 0 . 00 I m� 0 . 00 I 0 . 08 I 0 . 00 I 0 . 00 I 0 ' 00 I M -O . UO l -0 . 00 � I -0 OO I -U 0U I -0 88 I . . ' -O . UO I -0 . 00 I -0 . 00 l -0 . 80 l -0 . 00 I D 0 . 000 I -0 . 496 | I -0 . 992 I -I ' 488 I -I . 984 I 0 . 000 I -0 . 496 I -0 . 992 I -1 . 488 l -I . 984 I � IO 8- 3 A -0 . 00 I -0 . 80 l -0 . 00 I -0 . 00 I -0 . 00 I -0 . 08 I -0 . 00 I -0 . 00 l -8 . 00 I -0 . 00 I \/ - I . 39 l -1 . 39 l -I . 39 I -1 ' 39 I -I ' 39 I � -I . 39 I -I . 39 I -I . 39 I -I . 39 l -I . 39 I M -0 ' 29 l -0 . 22 I -0 . 15 l -8 07 l O 8U l � . . . -0 . 29 l -0 . 22 I -0 . 15 I -0 . 07 I 0 . 08 I D 0 . 000 l 0 . 001 I 8 ' 00I l 0 . 002 l 0 . 083 I 0 . 000 I 0 . 001 I 0 . 001 I 0 . 002 I 0 . 003 I �� - flISJ\-2D (Il) �e��iorz 3 03 � . Ludy Greenhouse Manufacturing Corp. Page 5 122 flaiIcIroacl Street New Madison, OB 45346 5 /24 /05 " VALDARI-NORTHAMPTON, MA M5K32ILI LATERAL BRACING ANALYSIS ENVELOPE SOLUTION � Member Section Results ___ ___ ___ _____________________ _ ______ _ _ __________________ ___ ______ __ _ __ _ __ _ _ Nodes Member Quarter Points � No Z .T Z-End I /4 I/2 3 /4 J-8o(] ^ ---------- ---- (}C, Kft, io) LC (K' Kft' in) LC (K, KfL, izz) LC (K, Kf| , in) LC (K,Dft , io) LC- - I I- 2 A 0 . 88 I 0 . 88 I 0 . 88 I 0 . 88 I 0 . 88 l 0 . 88 l 0 . 88 1 0 . 88 I 0 . 88 l 0 . 88 l � V 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 ' 00 I 0 ' 00 I O ' OO I 0 . 00 l 0 . 00 I M 0 . 00 l 0 ' 00 l 0 . 00 I 0 . 00 l 0 ' 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l D 0 ' 000 l -0 . 002 I -0 , 004 l -0 ' 007 l -0 . 009 I 8 . 0O0 I -0 . 002 I -0 . 004 l -0 ' 007 I -0 . 009 l � 2 2- 3 J\ 0 . 88 l 0 ' 88 l 0 ' 88 l 0 . 88 I 0 . 88 I ~ 0 . 88 l 0 . 88 I 0 . 88 I 0 . 88 I 0 . 88 l \7 0 ' 08 I 0 ' 00 l 0 ' 00 I 0 . 00 l 0 . 00 I 8 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I � ��. M 0 ' 00 I 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 I ^ 0 . 00 l 0 . 00 I 0 . 00 I 0 ' 00 I 0 . 00 l D 0 . 000 l -0 . 002 I -0 . 004 I -0 ' 006 I -0 . 008 I ' � 0 ' 000 I -0 . 002 l -0 . 004 I -0 . 006 I -0 . 008 l ~ 3 3- 4 A 2 . 27 I 2 . 27 I 2 . 27 I 2 . 27 I 2 ' 27 l 2 ' 27 I 2 . 27 l 2 . 27 I 2 ' 27 l 2 . 27 l l7 0 . 08 I 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I � 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 08 l M 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 l O . 88 I 0 . 00 l 0 ' 00 I 0 . 00 I 0 . 00 I Z) 0 . 000 I -0 . 003 I -0 . 005 l -0 . 008 I -0 . 0I1 I 0 . 000 I -0 . 003 I -0 ' 005 l -0 . 008 I -0 . 0I1 I 4 4- 5 A 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l � 0 ' 00 I 0 . 80 l 0 . 00 l 0 . 00 l 0 . 80 l ~' \/ 0 . 00 l 0 ' 00 l 0 . 00 l 0 . 00 I 0 . 00 I 8 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I M 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I O ' OO l � 0 ' 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I D 0 . 000 I -0 . 002 I -0 . 004 l -0 . 007 I -0 . 009 I 0 . 000 I -0 . 002 I -0 . 004 I -0 . 007 I --0 . 009 I 5 6- I A -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I - . OU I -0 . 00 l -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I V -O . 00 I -0 . 00 I -0 . 00 I -0 . 00 l -O ' UO l � -0 ' 00 I -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I ^ M -0 . 00 l -0 . 00 I -O . 00 l -0 . 00 l -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I D 0 . 000 I -0 . 014 I -0 . 028 I -0 . 042 I -0 . 056 I ^ 0 . 000 I -0 . 0I4 I -0 . 028 I -0 . 042 l -0 . 055 I �r �' RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 4 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NOR'T'HAMPTON, MA M5K321L1 LATERAL BRACING ANALYSIS Node Global X Global Y Rotation - - - -- - --- ------ - - -- (in) ------LC---- ------ (in) -- ----LC-------- - - (rad) -----LC--Ap 7 max 3 . 38339 1 -0 . 00000 1 -0 . 02204 1 min 3 . 38339 1 -0 . 00000 1 -0 . 02204 1 8 max 3 . 44047 1 0 . 00130 1 0 . 00098 1 .. min 3 . 44047 1 0 . 00130 1 0 . 00098 1 9 max 3 . 36075 1 -0 . 00211 1 -0 . 02893 1 min 3 . 36075 1 -0 . 00211 1 -0 . 02893 1 10 max 3 . 37879 1 0 . 00000 1 -0 . 02201 1 min 3 . 37879 1 0 . 00000 1 -0 . 02201 1 11 max 3 . 44753 1 0 . 00130 1 0 . 00059 1 min 3 . 44753 1 0 . 00130 1 0 . 00059 1 12 max 3 . 14587 1 -0 . 00211 1 -0 . 02829 1 min 3 . 14587 1 -0 . 00211 1 -0 . 02829 1 13 max 1 . 98400 1 -0 . 00000 1 -0 . 02204 1 min 1 . 98400 1 -0 . 00000 1 --0 . 02204 1 14 max 3 . 10446 1 0 . 00130 1 -0 . 01754 1 min 3 . 10446 1 0 . 00130 1 -0 . 01754 1 15 max 0 . 00000 1 0 . 00000 1 -0 . 02205 1 wp! min 0 . 00000 1 0 . 00000 1 -0 . 02205 1 16 max -0 . 00000 1 -0 . 00000 1 -0 . 02204 1 min -0 . 00000 1 -0 . 00000 1 -0 . 02204 1 17 max 0 . 00000 1 0 . 00000 1 -0 . 04283 1 min 0 . 00000 1 0 . 00000 1 -0 . 04283 1 18 max -0 . 00000 1 -0 . 00000 1 -0 . 01819 1 min -0 . 00000 1 -0 . 00000 1 -0 . 01819 1 19 max -0 . 00000 1 0 . 00000 1 -0 . 02201 1 min -0 . 00000 1 0 . 00000 1 -0 . 02201 1 ENVELOPE SOLUTION Reactions - - ------- ------- ----- --- ------- -- -- -- -- ------ -- -- ------ -■ Node Global X Global Y Moment ------- -- - --- --- ---- - -- W -- - --- - - -- - -----LC--- -- -- --- (K-ft) - ---LC- 15 max --0 . 00000 1 -0 . 00000 1 0 . 00000 1 min --0 . 00000 1 -0 . 00000 1 0 . 00000 1 16 max 0 . 00000 1 0 . 00001 1 0 . 00000 1 min 0 . 00000 1 0 . 00001 1 0 . 00000 1 17 max -1 . 05567 1 -0 . 95335 1 0 . 00000 1 min -1 . 05567 1 -0 . 95335 1 0 . 00000 1 18 max 0 . 17567 1 0 . 95334 1 0 . 00000 1 min 0 . 1.7567 1 0 . 95334 1 0 . 00000 1 19 max 0 . 00000 1 -0 . 00000 1 0 . 00000 1 mill 0 . 00000 1 -0 . 00000 1 0 . 00000 1 ` DISA-2D (}l) Version 3 . 83 - Ludy Greenhouse Manufacturing Corp. Page 3 122 Ilaildroacl Street r- New Madison, 0H 45346 5 /�� /05 � ' ' WALM&BT-NORTHAMPTON, M& M5K321I,I LATERAL BRACING ANALYSIS -- - -- - - -- - ----------- --- ---- -- -------------- -- - ---- - ------ -- - --- -- - -- - - - - --- Z J lJobracecl Lengths K Factors Bezzclirzg Coefa No Node Node Lb-in Lb-out Lc In Out Cm Cb --------- ---- ------ - (ft) -- - - - (ft) ----- (ft) - --- -- -- - --_---- -- --- - ---- _-- - --- - 13 17 - 14 14 9 - 4 15 12 - 9 16 18 - 12 . � 17 IO - 5 18 19 - 10 MR 19 14 - 12 __ ____ ___ _ ____ _____________________________ ___ _ _ _ _ ________ ___ __ _ __ __ ___ _ __ _ _ BLC Basic Load Case Load Totals 0n . Description Nodal Point Dist . _- ---- - -- - _-__-_-----------_ -- -----_---_--- --- _ ---_ --_ - -_- ---_-- -- - - -_ -- - - - I WIND LOAD I .� � Nodal Loads, BLC l : WIND LOAD ` -- -- _ _ -__ _-- -- __---------_--_--_----- --__-- -- - - - _ - - _-------- - ---_- - _- - _-_ - _ _ Node ~~ ' � Number Global X Global Y Moment -' ------ --- - -- - --- -------- (]I) --- ---- -- ------- -- (f{) ------------ ---- - - (]{-ft) - -- - I 0 ' 880 0 . 000 0 . 000 � ---------_ _- _ __--_--_-----_- --- --_ - -- ----_- - -- - _- - - __ ----- ---- ---- -- -__ --_-- Load Combination Self Wt BLC BLC BLC BLC BLC W B 0o ' Description Diz Fac Fao Fac Fac Fac Fac DYNA S l7 ^ -_ ------- _ -- -__-___-_------_--_ --- --- --_--- -- -- -_ - -----_ -^' ---- --- --- - - - _ - -- -- - I WIND LOAD Y l l Y Y � ENVELOPE SOLUTION � Nodal Displacements ---- ----- - -- ------------- - - - ----- - --------- --- -- ------- ------ -- - -- -- -- - -- --- � ^ Node Global l{ Global Y Rotation ---- ------ -- ------- (in) ---- - -LC-- -- -- --- - (in) -- - - --I,C---------- (rad) - - - --Z^C- ON I max 3 . 43974 l 0 . 00000 l 0 . 00000 l l_ roizz 3 . 43974 l 0 . 00000 l 0 . 00000 l 2 max 3 . 43894 I -0 . 00080 l 0 . 00000 I min 2 . 43894 l -8 . 00008 l 0 . 00000 l 3 max 3 . 43763 I 0 . 00130 I 0 0OU0U I . . m�zz 3 . 43763 I 0 . 00130 l 0 . 00000 l 4 max 3 . 43426 I -0 . 00211 l 0 . 00000 I min 3 . 43426 l -0 . 00211 I 0 . 00000 l 5 max 3 . 43426 I 0 . 00000 l 0 . 00000 l min 3 . 43426 I 0 . 00000 l 0 . 00000 l 6 max 3 ' 38418 I 0 . 00000 l -0 . 02205 I O_ min 3 . 384I8 1 0 . 00000 1 -O 02205 1 OW DZSA-2D (Il) Version 3 . 03 Imdv Greenhouse Manufacturing Corp . Page 2 122 Baildzoacl Street 5/24 /U5 New Madison, DB 45346 , , w� WALMABT-NORTHAMPTON, MA M5f{321I^1 I^AI8BAL BRACING ANALYSIS ___ ___ _ ____ _ _ _ ___ ________ ____ __ ___ _ ____ __ ____ ________________ --- - -- ___ ___ ___ Moment o� 2�o l//l/ Section Database y4atl . ����ea omezz ' Label Shape Set Inertia Coef - ----- --- ---- ---- ----- ------------ - --- (izz^2) - ------ -- (io^4) ------ ----------- �n GOTTIIIl SZMGDI?CEll 58 3 . 35 32 .444 1 . 20 P0SIl AI3}{4}[4 55 1 .48 3 . 774 I ' 28 P0ST2 9X4}{4 50 2 . 28 5 . 648 I ' 20 p� BRACE . 25l{l . 5ST5AD 26 ' 0 . 38 0 . 002 I . 20 - --- --- -------------- -- -- - ------------------- - ___ -_----- -__-__--_----- - - - - -- � 0��se�o I J Z Releases � cl,aeo J n No Node 2Jocle Section x lr z z lr z Sec Sway Z i I^engtl/ - ----- -- --- --- --- - -------- ------------ ------- --------- (i/z) -- -- (izz) ------ (ft) ' 7 4�n� 1 I - 2 GUTTER I l 2 2 - 3 8O GUTTER � I I2 . 3 3 - 4 GUTTER � l 12 . 00 � I2 O 4 4 - 5 GUTTER I � I ' 5 6 - I PO8T1 I 0 ' 21 � 6 15 - 6 POS,�I I2 . 79 3I ' 7 7 - 2 �OSgCI l 0 . 21 | w�' 8 13 - 7 P08TI 5 . 2S7 5O / g I ' 6 - l3 �OS�l � � IO 8 - 3 POST2 � 0 . 2I II Il - 8 P0ST2 0 . 62m l2 14 - II p0SI2 � . 67 � 13 17 - 14 POS9[2 7 . 5U � ' 2] 14 9 - 4 DOST2 � I O w" 15 12 - 9 POSg[2 0 . 62 16 18 - 12 PUST2 12 . 17 2l 17 10 - 5 P0BT2 I 0 . 21 18 19 - 18 POSI2 | 12 . 794" 88 19 14 - 12 BRACE l / I 12 . 88 -- - __--- - -- - --- --- - ----- _--_ ___ --- -- -------- ------so -- - - -- -- -- -- ---- - -- --- -Z D�b aoed Lengths C Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -- - - -- -- - - -- --- -- --- (ft) - --- - (ft) ---�|- - (ft) -- - -- ----- -------- ---- -- - --- --- - --�� l I - 2 � 2 2 - 3 � 3 3 - 4 � 4 4 - 5 � 5 6 - 1 � 6 I5 - 6 7 7 - 3 8 l] - 7 9 1.6 - 13 10 8 - 3 lI lI - 8 12 14 - Il �� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA * M5K321L1 LATERAL BRACING ANALYSIS +, Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No Edge Forces No A. S . I . F. 1 . 333 --------- ------------ - ---- ------ ---- -- --- - ---- -- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp . " ----------- (ft) -------- (ft) ---- - (in, K/in) ---- (in, K/in) --- (r, K-ft/r) - ---- (F) * 0 . 00 13 . 00 1 0 . 00 2 7 . 42 13 . 00 1 0 . 00 3 19 . 42 13 . 00 1 0 . 00 4 31 . 42 13 . 00 1 0 . 00 5 43 . 42 13 . 00 1 0 . 00 6 0 . 00 12 . 79 0 . 00 7 7 . 42 12 . 79 0 . 00 8 19 . 42 12 . 79 0 . 00 9 31 .42 12 . 79 0 . 00 10 43 . 42 12 . 79 0 . 00 11 19 . 42 12 . 17 0 . 00 12 31 . 42 12 . 17 0 . 00 13 7 . 42 7 . 50 0 . 00 14 19 . 42 7 . 50 0 . 00 15 0 . 00 0 . 00 R R 0 . 00 16 7 . 42 0 . 00 R R 0 . 00 17 19 . 42 0 . 00 R R 0 . 00 18 31 . 42 0 . 00 R R 0 .. 00 19 43 . 42 0 . 00 R R 0 . 00 ---- ------ -- -- -- -- - - ------ - --- -- -- -- -------- - -- ---- - - -- -- -- - ---- - - Material Elastic Poisson ' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --- ------- ------ (Ksi) - ---- ---- -- -- - - -- - --- -- (F) --- ----- (K/ft3 ) -- - -- - (Ksi) - ---- 36 29000 . 00 0 . 30000 0 . 65000 0 . 490 36 . 000 45 29000 . 00 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 55 29000 . 00 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 . 000 - LATERAL BRACING ANALYSIS Calculations are based on the AISC Manual of Steel Construction, 91h Edition. Allowable stresses are not exceeded for required wind loading utilizing the following member sizing; Allowable tensile forces from wind in ASTM A36 threaded rods with 36 KSI yield strength are as follows: 1/4" rod, 1.3 kips 3/8" rod, 3.1 kips 1/2" rod, 5.6 kips ' 5/8" rod, 7.9 kips Allowable tensile forces from wind in a 1 '/2" x '/4" 36 KSI yield strap with a 9/16" bolt hole in it is 6.6 kips utilizing Ludy's standard connection with ASTM A325 bolts with no threads through the strap or adjacent section of connected steel tube. ASTM A307 bolts with threads through the connected parts reduces the load carrying capacity to 2.6 kips. The maximum tensile force in any diagonal brace rod is 6.05 kips. Thus all braces may be 1 1/2" x 1/4" strap. RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 27 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321R1 ROOF WIND BRACING ANALYSIS -- - ------ -- --- --- -------------- ---- --- --- ------ -- - --- ---- -- --- -- -- -- --- -- - - Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc -- ------- ---- ------- -------- ------- --- --- -- ----- - - --- - --- - -- - -- ----- - - -- -- - - 52 7- 32 0 . 018 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 53 19- 44 0 . 018 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 54 2- 27 0 . 141 1 0 . 13 1 0 . 06 1 0 . 01 1 0 . 07 1 0 . 14 1 0 . 01 1 55 3- 28 0 . 074 1 0 . 07 1 0 . 03, 1 0 . 00 1 0 . 04 1 0 . 07 1 0 . 00 1 56 4- 29 0 . 018 1 0 . 02 1 0 . 01 1 0 . 00 1 0 . 01 1 0 . 02 1 0 . 00 1 57 5- 30 0 . 053 1 0 . 05 1 0 . 03 1 0 . 01 1 0 . 03 1 0 . 05 1 0 . 00 1 58 6- 31 0 . 105 1 0 . 10 1 0 . 05 1 0 . 01 1 0 . 06 1 0 . 10 1 0 . 00 1 59 8- 33 0 . 101 1 0 . 09 1 0 . 05 1 0 . 01 1 0 . 06 1 0 . 10 1 0 . 00 1 60 9- 34 0 . 049 1 0 . 05 1 0 . 02 1 0 . 01 1 0 . 03 1 0 . 05 1 0 . 00 1 61 10- 35 0 . 023 1 0 . 02 1 0 . 01 1 0 . 00 1 0 . 01 1 0 . 02 1 0 . 00 1 62 11-- 36 0 . 079 1 0 . 08 1 0 . 04 1 0 . 00 1 0 . 04 1 0 . 08 1 0 . 00 1 63 12- 37 0 . 148 1 0 . 13 1 0 . 07 1 0 . 01 1 0 . 08 1 0 . 15 1 0 . 01 1 64 14- 39 0 . 148 1 0 . 13 1 0 . 07 1 0 . 01 1 0 . 08 1 0 . 15 1 0 . 01 1 65 15- 40 0 . 079 1 0 . 08 1 0 . 04 1 0 . 00 1 0 . 04 1 0 . 08 1 0 . 00 1 66 16- 41 0 . 023 1 0 . 02 1 0 . 01 1 0 . 00 1 0 . 01 1 0 . 02 1 0 . 00 1 67 17- 42 0 . 049 1 0 . 05 1 0 . 02 1 0 . 01 1 0 . 03 1 0 . 05 1 0 . 00 1 68 18- 43 0 . 101 1 0 . 09 1 0 . 05 1 0 . 01 1 0 . 06 1 0 . 10 1 0 . 00 1 69 20- 45 0 . 105 1 0 . 10 1 0 . 05 1 0 . 01 1 0 . 06 1 0 . 10 1 0 . 00 1 70 21- 46 0 . 053 1 0 . 05 1 0 . 03 1 0 . 01 1 0 . 03 1 0 . 05 1 0 . 00 1 71 22- 47 0 . 018 1 0 . 02 1 0 . 01 1 0 . 00 1 0 . 01 1 0 . 02 1 0 . 00 1 72 23- 48 0 . 074 1 0 . 07 1 0 . 03 1 0 . 00 1 0 . 04 1 0 . 07 1 0 . 00 1 73 24- 49 0 . 140 1 0 . 13 1 0 . 06 1 0 . 01 1 0 . 07 1 0 . 14 1 0 . 01 1 74 1- 32 - Not Calculated - 75 32- 13 - Not Calculated - 76 13- 44 - Not Calculated - 77 44- 25 - Not Calculated .. RISA--2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 26 122 Raildroad Street ..w New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321R1 ROOF WIND BRACING ANALYSIS Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc -- - -- -- --- - - --- - - ---- ------ ------ ----- --- ----- -------------------- --- ----�"" 7 7- 8 0 . 207 1 0 . 21 1 0 . 11 1 0 . 04 1 0 . 07 1 0 . 09 1 0 . 02 1 8 8- 9 0 . 118 1 0 . 12 1 0 . 05 1 0 . 06 1 0 . 09 1 0 . 10 1 0 . 01 1 9 9- 10 0 . 065 1 0 . 04 1 0 . 05 1 0 . 07 1 0 . 06 1 0 . 05 1 0 . 01 -: 10 10- 11 0 . 077 1 0 . 08 1 0 . 07 1 0 . 06 1 0 . 04 1 0 . 07 1 0 . 01 1 11 11- 12 0 . 126 1 0 . 13 1 0 . 09 1 0 . 05 1 0 . 06 1 0 . 11 1 0 . 01 1 12 12- 13 0 . 173 1 0 . 17 1 0 . 14 1 0 . 10 1 0 . 07 1 0 . 03 1 0 . 01 1 13 13- 1.4 0 . 173 1 0 . 03 1 0 . 07 1 0 . 10 1 0 . 14 1 0 . 17 1 0 . 01 low 14 14- 15 0 . 126 1 0 . 11 1 0 . 06 1 0 . 05 ]. 0 . 09 1 0 . 1.3 1 0 . 01 1 15 15 - 16 0 . 077 1 0 . 07 1 0 . 04 1 0 . 06 1 0 . 07 1 0 . 08 1 0 . 01 1 16 16- 17 0 . 065 1 0 . 05 1 0 . 0'6 1 0 . 07 1 0 . 05 1 0 . 04 1 0 . 01 low 17 17- 18 0 . 118 1 0 . 10 1 0 . 0!9 1 0 . 06 1 0 . 05 1 0 . 12 1 0 . 01 l 18 18- 19 0 . 208 1 0 . 09 1 0 . 07 1 0 . 04 1 0 . 11 1 0 . 21 l 0 . 02 1 , 1-9 19- 20 0 . 212 1 0 . 21 1 0 . 12 1 0 . 04 1 0 . 07 1 0 . 09 1 0 . 02 1 ' 20 20- 21 0 . 122 1 0 . 1.2 1 0 . 0'5 1 0 . 06 1 0 . 09 1 0 . 10 1 0 . 01 1 21 21- 22 0 . 066 1 0 . 05 1 0 . 05 1 0 . 07 1 0 . 06 1 0 . 05 1 0 . 01 1 22 22-- 23 0 . 073 1 0 . 07 1 0 . 07 1 0 . 06 1 0 . 04 1 0 . 06 1 0 . 01 1 23 23- 24 0 . 121 1 0 . 12 1 0 . 09 1 0 . 05 1 0 . 06 1 0 . 10 1 0 . 01 100" 24 24- 25 0 . 167 1 0 . 17 1 0 . 14 1 0 . 10 1 0 . 07 1 0 . 03 1. 0 . 01 1 25 26- 27 0 . 119 1 0 . 01 1 0 . 033 1 0 . 06 1 0 . 09 1 0 . 12 1 0 . 00 1 26 27- 28 0 . 067 1 0 . 01 1 0 . 0!2 1 0 . 03 1 0 . 05 1 0 . 07 1 0 . 00 lwwi 27 28- 29 0 . 050 1 0 . 01 1 0 . 02 1 0 . 03 1 0 . 04 1 0 . 05 1 0 . 00 1 28 29- 30 0 . 037 1 0 . 04 1 0 . 03 1 0 . 03 1 0 . 03 1 0 . 03 1 0 . 00 1 29 30- 31 0 . 067 1 0 . 07 1 0 . 05 1 0 . 03 1 0 . 01 1 0 . 02 1 0 . 00 1 30 31- 32 0 . 151 1 0 . 07 1 0 . 02 1 0 . 05 1 0 . 10 1 0 . 15 1 0 . 01 1 M 31 32- 33 0 . 152 1 0 . 15 1 0 . 10 1 0 . 05 1 0 . 02 1 0 . 07 1 0 . 01 1 32 33- 34 0 . 070 1 0 . 03 1 0 . 01 1 0 . 03 1 0 . 05 1 0 . 07 1 0 . 00 1 33 34- 35 0 . 039 1 0 . 03 1 0 . 033 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 00 1.00 34 35- 36 0 . 056 1 0 . 06 1 0 . 04 1 0 . 03 1 0 . 02 1 0 . 01 1 0 . 00 1 35 36- 37 0 . 074 1 0 . 07 1 0 . 06 1 0 . 04 1 0 . 02 1 0 . 01 1 0 . 00 1 36 37- 38 0 . 130 1 0 . 13 1 0 . 10 1 0 . 07 1 0 . 04 1 0 . 01 1 0 . 00 I 37 38- 39 0 . 129 1 0 . 01 1 0 . 04 1 0 . 07 1 0 . 10 1 0 . 13 1 0 . 00 1 38 39- 40 0 . 074 1 0 . 01 1 0 . 02 1 0 . 04 1 0 . 06 1 0 . 07 1 0 . 00 1 39 40- 41 0 . 056 1 0 . 01 1 0 . 02 1 0 . 03 1 0 . 04 1 0 . 06 1 0 . 00 1 40 41- 42 0 . 039 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 03 1 0 . 03 1 0 . 00 1" 41 42- 43 0 . 070 1 0 . 07 1 0 . 08 1 0 . 03 1 0 . 01 1 0 . 03 1 0 . 00 1 42 43- 44 0 . 153 1 0 . 07 1 0 . 02 1 0 . 05 1 0 . 10 1 0 . 15 1 0 . 01 1 43 44- 45 0 . 151 1 0 . 15 1 0 . 110 1 0 . 05 1 0 . 02 1 0 . 07 1 0 . 01 10" 44 45- 46 0 . 067 1 0 . 02 1 0 . 01 1 0 . 03 1 0 . 05 1 0 . 07 1 0 . 00 1 45 46- 47 0 . 037 1 0 . 03 1 0 . 03 1 0 . 03 1 0 . 03 1 0 . 04 1 0 . 00 1 46 47- 48 0 . 050 1 0 . 05 1 0 . 04 1 0 . 03 1 0 . 02 1 0 . 01 1 0 . 00 1 ,,,, 47 48- 49 0 . 067 1 0 . 07 1 0 . 015 1 0 . 03 1 0 . 02 1 0 . 01 1 0 . 00 1 48 49- 50 0 . 119 1 0 . 12 1 0 . 09 1 0 . 06 1 0 . 03 1 0 . 01 1 0 . 00 1 49 1- 26 0 . 081. 1 0 . 08 1 0 . 04 1 0 . 01 1 0 . 04 1 0 . 08 1 0 . 01 1 50 13- 38 0 . 018 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 51 25- 50 0 . 081 1 0 . 08 1 0 . 04 1 0 . 01 1 0 . 04 1 0 . 08 1 0 . 01 1 , IlZS&-2D (B) Version 3 . 03 ~ Ludy Greenhouse Manufacturing Corp . Page 25 122 IlaiIclznacl Street �- New Madison, OH 45346 5/2� /05 � . ' ' � WALM&BI-NORTHAMPTON, M& M5K32IRI ROOF WIND BRACING ANALYSIS -------- -- --------------- - ---- ------------- -- -- --- ----- -- ---- ---- ---- - ---- -- � 0ocIeo Member Quarter Points ~ No Z J Z-End I /4 1 /2 3 /4 J-End -------------- (f{, I{ft, izz) LC (]I, I{ft, io) I,C (]I, ]Ift , io) LC (]I, f{ft, io) I,C (f{, I{ft , io) L('--- � 74 l- 32 A -0 ' 85 I -0 . 85 l -0 . 85 l -0 . 85 l -0 . 85 I ^' -0 . 85 l -0 . 85 l -0 ' 85 I -0 ' 85 l -0 . 85 I \/ -0 . 00 I -0 . 00 I -O . 00 l -0 ' 00 l -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I �. M 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 ' 00 I 0 . 00 l 0 . 00 I 0 . 00 I I} 0 ' 008 l -0 . 008 I -0 . 016 I -0 ' 024 I -0 . 033 I O ' UOU I -0 . 008 I -0 ' 016 I -0 ' 024 I -0 . 033 I ~~ 75 32- 13 A -I ' 03 l -I . 03 I -I ' 03 l -1 ' 03 l -1 . 03 l -I . 03 I -I . 03 I -1 . 03 l -I . 03 I -I . 03 I l7 0 . 00 I 0 . 00 I 0 . 00 I 0 . 08 I 0 . 00 I ~~` 0 ' 00 I 0 . 08 l 0 . 00 I 0 . 00 I 0 . 00 I K0 0 , 00 I -0 . 00 l -0 . 00 l -0 . 00 I -O . 00 I 0 ' O0 I -0 . 00 I -0 00 1 -0 00 l -O 0U l U . . . . ` w~ D 0 . 000 I -0 . 077 I -0 . I53 I -0 . 230 l -0 . 307 I 0 ' 000 I -0 . 077 I -0 . I53 l -0 . 230 l -0 . 307 l 4-0 76 13- 44 A -I . 03 I -I . U] l -1 . 03 I -I . 03 I -I . 03 l -I ' 03 I -I . 83 l -I . 03 I -1 . 03 I -I . 03 l � \7 -0 ' 00 I -0 . 00 l -0 . 08 I -0 . 00 I -0 . 00 l -0 ' 00 I -O . 00 I -0 . 00 I -0 . 00 l -O . 00 l y0 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l 000 l I} 0 ' 000 I -0 . 008 l -0 . 0I6 l -0 . 023 I -0 . 031 I 0 . 008 I -0 . 008 l -0 . 016 I -0 ' 023 I -0 . 03I l ��. 77 44- 25 A -0 . 85 I -0 . 85 l -0 . 85 I -0 . 85 I -0 . 85 I -0 . 85 I -0 . 85 l -0 . 85 I -0 . 85 I -0 . 85 l V -0 . 00 l -0 . 00 I -0 . 00 l -0 . 00 l -0 . 00 l -0 . 0O I -O . 0O I -0 ' 00 I -0 . 0O I -0 . OO l 1@ 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 ' 00 I 0 . 08 I 0 . 00 l 0 . 00 l 0 . 00 l D 0 . 080 I -0 . 078 I -0 . I57 I -0 ' 235 I -0 ' 3I3 I y� 0 ' 000 I -0 . 078 I -0 ' I57 l -0 . 235 I -0 . 3I3 I ENVELOPE SOLUTION � AISC Code Checks ---------- -- - ----- -- -- - -- --- --- - -- - -------- - ----- ------- ---- -- ---- -- --- ---- - Nodes Member Quarter Points No Z J Max Io O lc I /� Io l /2 lc 3 /4 lc I, lc Shear lc � __ ---- _- - - -- - --_ - - -- --- --- -- - __ - --' -'--__- - - - __ - - - --' - - ----- -- -- -- - - -- - -_ - - - l l- 2 0 . 167 l 0 . 03 I 8 . 07 I 0 . 10 l 0 . I4 I 0 . 17 I 0 . 0I l 2 2- 3 0 . 122 I 0 . 10 l 0 . 06 I 0 . 05 l 0 . 09 l 0 . I2 l 0 . 0I I 3 3- 4 0 . 073 I 0 . 06 l 0 . 04 l 0 . 06 I 0 . 07 I 0 . 07 l 0 . 01 I 4 4- 5 0 . 066 l 8 . 05 I 0 . 06 I 0 . 07 I 0 . 05 l 0 . 05 I 0 . 0I l 5 5- 6 0 . 122 l 0 . I0 l 0 . 09 I 0 . 06 l 0 . 05 I 0 . 12 I 0 . 01 I fc 6 6- 7 0 . 212 2l2 l 0 . 09 O8 I 0 . 07 O7 l 0 . 04 O4 l 0 . 12 l2 l 0 . 2l l 0 � 02 1 �� BZSJ\-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 24 122 RaiIdroac] Street w� New Madison, (}E[ 45346 5/24 /05 WALMART-NORTHAMPTON, MA wm M5l{321B1 ROOF WIND BRACING ANALYSIS -----_ --- - --------_----_------ -----_-- --------_-_--__--_-_--- ----------- ----�� Nodes Men�ber Quarter Points No I J I-End I /4 I /2 3 /4 J-End ------ --- - ---- (]I, I{ft , izz) I,C (]I, Kft, izz) Z,C (f{, I{ft, izz) I^C (I{, Kft, izz) LC (I{, I{ft, io) I^C--m 69 20- 45 A O ' UB l 0 . 09 I 0 . 09 I 0 ' 09 l 0 . 09 I 0 ' 09 l 0 . 09 I 0 ' 09 I 0 . 09 I 0 . 09 I \/ 0 . 06 I 0 . 06 I O . 06 I 0 . 06 I O O6 I . . 0 . 06 I 0 . 06 I 0 . 06 I 0 . 06 I O ' OG l M 0 . 20 I 0 . 09 l -0 . 01 I -O . II I -8 . 22 I 0 . 20 l 0 . 09 I -O . OI l -0 ' 1I I -0 . 23 I D 0 . 000 I 0 . 013 l -0 . 012 I -0 ' 033 l -0 ' 008 I 0 . 800 I 0 . 013 l -0 . 012 I -0 . 033 I -0 . 008 I 70 21- 46 A 0 . 05 l 8 . 05 I 0 . 05 I 0 . 05 I 0 ' 85 I 0 . 05 l 0 ' 05 I 0 . 05 I 0 . 05 I 0 ' 05 l m `J 0 ' 03 l 0 ' 03 I 8 ' 03 I 0 . 03 I 0 . 03 I 0 ' 03 l 0 . 83 I 0 . 03 I 0 . 83 I 0 . 03 I M 0 . 10 l O 8S � I -0 00 l -8 UG I -O Il l � ' . � . . . 0 . 10 l 8 . 05 / l -0 . 80 I -0 . 06 l -O ' II l , D 0 . 000 l 0 . 006 I -0 ' 008 I -8 ' 02I l -0 . 0I0 I 0 . 000 l 0 . 006 I -0 . 008 I -0 . 02I l -0 . 0I0 I 71 22- 47 A 0 . 04 I 0 . 04 l 8 ' 04 I 0 . 04 I 8 . 04 I m� 0 . 84 l 0 ' 04 I 0 . 04 I 0 ' 04 I 0 . 04 I \/ -0 . 0I l -0 . 8I l -0 ' 0I l -U . UI I -0 . 0I I � -- -0 . 01 l -0 8l I 0 OI l U UI I O 0I I ' ' i ' ' - ' 00 M -0 ' 03 l -0 . 02 � I 8 . 00 I 0 . 03 I 0 . 03 I -0 ' 03 I -0 . 02 I 0 . 00 I 0 . 02 l 0 . 03 l D 0 . 000 l -0 . 006 I -0 . 006 I -0 . 006 I -0 . 0I4 I � w� 8 . 000 I -8 . 006 l -0 ' 006 I -0 ' 006 l -0 ' 0I4 I 72 23- 48 A 0 . 01 I O 0I I O 8l l U 8I I O 0I I . . � . . . 0 . 81 I O . Ol | I 8 . 01 I 0 . 01 I 8 ' 0I I V -0 . 04 l -0 . 04 l -8 ' 04 I -0 . 04 I -0 . 04 I -0 . 04 I -0 . 04 I -0 . 04 ] -0 . 84 I -0 . 04 l � D0 -0 . 15 l -0 08 l 0 . 00 l 0 O8 I O I6 I ' . � . . . -8 . I5 I -0 . 08 I 0 . 00 l 0 . 08 l 0 . 16 I m D 0 . 000 l -0 . 0I8 I -0 ' 085 I 0 . 006 I -0 . 0I7 I 0 . 000 I -0 . 0I8 I -0 . 805 I 0 ' 006 I -0 . 017 I 73 24- 49 A 0 ' 03 I 0 . 03 � I 0 . 03 l 0 . 03 l 0 . 03 l 0 . 03 I 0 . 03 I U . 03 l 0 . 03 I 0 . 03 I wo \/ -0 ' 08 I -0 . 88 il -0 . 08 l -0 . 08 I -0 . 08 I -U ' OO I -0 . 08 l -0 . 08 I -0 . 08 l -0 . 08 I M -0 . 28 l -0 ' 13 I 0 . 01 I 0 . 16 I 0 . 31 I 00 -0 . 28 I -0 . 13 I 0 . 01 I 0 . 16 I 0 . 3I l D 0 . 000 l -0 . 826 I 0 . 002 I 0 ' 025 I -0 . 0I9 I 0 . 008 I -0 . 026 I 0 ' 002 l 0 . 025 l -0 . 0I9 I �� IlISA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 23 122 IlaiIcIroad Street � New Madison, 0B 45345 5/34 /05 .., WALMART-NORTHAMPTON, MA M5I{32IIll ROOF WIND BRACING ANALYSIS ------- -- - - _--_-----_-- -- -_-- _----------_-_-__ - __ - - - -- - ------ -_-_- -- - _ - - - -_ _ Nodes Member Quarter Points No I J I-End 1/4 1 /2 3 /4 J-End w� ------ - --- ---- (K' I{ft' io) LC (I{, Kft, in) LC (K, Kft, in) LC (K, I{ft, io) LC (K, I{ft , in) L,C-- 64 14- 39 A 0 . 03 I 0 . 03 l 0 ' 03 l 0 ' 03 l 0 . 03 l ` 0 . 03 I 0 . 03 l 0 . 03 I 0 . 03 I 0 . 03 l lJ 0 . 08 l 0 . 08 l 0 . 08 I 0 . 08 l 0 . 08 l 0 . 08 l 0 . 08 l 0 ' 08 I 0 . 08 l 0 . 08 I ° D0 0 . 29 I 0 . I4 I -0 . 02 I -0 ' 17 l -0 . 32 l 0 . 29 I 0 . 14 I -0 . 02 I -0 . I7 I -0 ' 32 I D 0 ' 000 l 0 . 023 l -0 . 012 I -0 . 040 I 0 O02 I � . . , 0 . 0O0 l 0 . 023 l -0 . 0I2 I -0 ' 048 I 8 . 802 I 65 15- 40 A 0 . 01 l 0 . 01 I 0 . 01 l 0 . 01 I 0 . 01 I 0 . 0I I 0 . 01 I 0 ' 01 I 0 ' 0I I 0 . 01 I \7 0 ' 05 l 0 . 05 I 0 . 05 I 0 05 l 0 05 l . . . 0 . 05 l 0 . 05 I 0 . 05 l 0 . 05 I 0 . 05 I ^ M 0 . I7 I 0 . 08 l -0 ' 00 l -0 . 09 l -0 . 17 I 0 . 17 I 0 . 08 I -0 . 00 I -0 . 09 I -0 . 17 l � �| D 0 ' 000 l 0 ' 0I5 I -0 . 084 I -0 . 021 I -0 . 00I I 0 . 000 I 0 . 0I5 I -0 . 004 I -0 . 021 l -0 . 00I l 66 16- 41 A 0 . 04 l 0 . 04 I 0 . 04 I 0 . 04 l O . 04 l 0 . 04 I 0 . 04 l 0 . 04 I 0 . 04 l 0 . 04 I \7 0 . 01 I 0 . 01 I 0 . 01 l 0 . 01 I 0 . 0I I U . 8I l 0 . 01 I O OI I O 0I l 0 0l I . . . . h D0 0 . 04 l 0 ' 02 I -0 . 00 l -0 . 02 l -0 . 04 I " 0 . 04 I 0 . 02 I -0 . 00 I -0 . 02 I -0 . 04 l D 0 ' 000 l 0 . 003 I -0 ' 003 I -0 . 008 l -0 . 003 l 0 ' 080 I 0 . 003 l -0 . 003 I -0 . 008 I -0 ' 003 l 67 17- 42 A 0 . 05 I 0 . 05 l 0 . 05 l 0 . 05 I 0 . 05 I 0 ' 05 l 0 . 05 I 0 . 05 I 0 . 05 I 0 . 05 l l7 -0 . 03 l -0 . 03 l -0 . 03 l -U . O] l -0 . 03 I � -0 . 02 l -0 . 03 l -0 ' 03 I -O . OI I -0 . 03 I � D0 -0 ' 09 l -0 . 04 I 0 . 00 l 0 . 05 l 0 . 10 l -0 . 09 I -0 . 84 l 0 . 00 I 0 . 05 I 8 . I0 I D O . O00 l -8 . 0U9 I -O . 0O0 l 8 OU7 I -O O06 I . . ^ ' 0 . 000 l -0 . 009 I -0 ' 000 l 0 ' 007 I -0 . 806 l 68 IB- 43 A 0 . 09 I 0 . 09 I 0 . 89 l 0 . 09 I 0 . 09 I 0 . 09 l O . U9 l 0 . 09 I U O� I 0 09 l . . . , \7 -0 . 05 I -0 . 05 l -0 . 05 l -0 . 05 I -0 . 05 l -0 . 05 l -0 . 05 l -0 ' 05 I -0 . 05 I -0 . 05 I M -0 . I9 I -0 . 09 l 0 . 01 l 0 . 11 I 0 . 21 l . -0 . I9 l -U . 89 I 0 . OI I O . II I O 2I I D 0 . 000 l -0 . 017 l 0 . 004 l 0 . 020 I -0 . 009 I 0 . 000 l -0 . 0I7 l 0 . 004 I U 020 I -O 009 l . . . � u No flISA-21) (}l) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . | Page 22 122 Bailclrnad Street New Madison, OH 45346 5/24 /05 WAL@ART-NORTHAMPTON, �� ' M5]I321RI ROOF WIND BRACING ANALYSIS --- -- - --- --- ----- - ------ ----- ------ ----- --- ---- --- ------------ -------------- Nodes Member Quarter Points No Z J Z-End 1/4 I/2 3 /4 J-End -- - -- - --- ----- (K, Kft , io) LC (K, Kft, in) LC (K, Kft, in) I,C (K, Kft, in) LC (K, Kft, io) LC--^0 58 8- 33 A 0 . 89 l 0 ' 09 I 0 . 09 I 0 . 09 I 0 ' 09 I 0 . 09 I 0 . 09 I 0 . 09 l 0 . 08 I 0 . 09 I \7 0 . 05 I 0 . 05 I 0 O5 I 0 O5 I 0 0� I . . . ' 0 . 05 l 8 ' 05 I 0 ' 05 I 0 . 05 I 0 . 05 l M 0 . I9 I 0 . 89 l -0 ' 01 I -0 ' II I -0 . 2I I 0 . 19 I 0 . 09 I -0 ' 0I I -0 . 1I I -0 ' 2I I D 8 . 800 I 0 ' 017 I -0 . 004 l -0 . 020 I 0 ' 009 l 0 . 000 I 0 . 0I7 I -0 . 004 I -0 ' 020 I 0 . 009 I 60 9- 34 A 0 . 05 l 0 . 05 I 0 . 05 I 8 ' 05 I 0 . 05 I 0 . 05 I 0 . 05 I 0 . 05 l 0 ' 85 l 0 . 05 I \7 0 . 03 I 0 . 03 l 0 ' 03 I 0 ' 03 I 0 . 03 l 0 . 03 l 0 . 83 I 0 . 03 I 0 ' 02 I 0 . 03 I M 0 . 09 l 0 . 04 l -0 . 08 I -0 . 05 I -0 . 10 I 0 . 09 I 0 . 84 I -0 . 00 I -U . OS I -0 . 10 I 1 / D 0 . 000 I 0 . 809 I 0 . 000 l -0 ' 807 I 0 ' 806 I 0 . 000 I 0 . 009 I 0 . 800 I -0 ' 087 I 0 ' 006 l � 61 lO- 35 A 0 . 04 I 0 . 04 � l 0 . 04 I 0 . 04 I 0 . 04 I 0 . 04 l 0 . 04 l 0 . 04 I 0 . 04 I 0 . 04 I � `J -0 . 0I l -0 . 0I I -0 . 0I I -0 . 01 I -0 . 0I I ! -O . OI I -0 . 0I I -0 . 8I l -8 . 0I I -0 . 0I I M -0 ' 04 I -8 . 02 | I 8 . 00 I 0 . 02 l 0 . 04 I -0 ' 04 l -0 . 02 ! I 0 . 00 I 0 . 02 l 8 . 04 l � D 0 . 000 I -8 . 003 I 0 . 0O3 I 0 . 0UR l O . OU3 I 0 . 000 I -0 . 003 I 0 . 003 I 0 OO8 I O 003 I . . . 62 ll- 36 A 0 ' 01 l 0 . 01 ' l 0 . 01 I 0 . 0I I 0 . 01 l 0 . 0I l 0 . 01 l 0 ' 01 I 0 . 01 l 0 . 01 l V -0 . 05 l -O . US l -0 ' 05 I -0 ' 05 l -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 I M -0 . I7 I -0 . 08 I 0 . 00 I 0 ' 09 l 0 . I7 I -0 . 17 I -0 . 08 I 0 . 00 l 0 ' 09 l 0 . 17 I D 0 . 000 l -0 . 015 I 0 . 004 I 0 ' 02I l 0 . 001 I 0 . 000 I -0 . 0I5 l 0 . 004 I 0 ' 021 I 0 . 001 I 63 1-2- 37 A 0 . 03 l 0 . 03 l 0 . 03 I 0 . 83 I 0 . 83 I 0 . 03 I 0 ' 03 I 0 . 03 I 0 . 03 l 0 . 03 I \/ -0 . 08 I -0 . 88 l -8 . 08 l -0 . 88 l -0 . 08 l -0 . 08 l -0 . 88 � l -0 . 08 l -0 . 08 I -0 . 08 I M -0 . 29 I -0 I� I 0 . 02 l U I7 I 0 32 I . . � . . . -0 . 29 l -0 . 14 I 0 . 02 l 0 . 17 I 0 . 32 I D 0 . 008 I -0 . 823 l 0 . 012 I 0 . 040 l -0 . 002 I 0 . 000 I -0 O23 l 0 0I2 I O O�O I -O OO2 l . . ' ' . w� �� � IlZS&-2D (Il) Version 3 . 03 � Zmdv Greenhouse Manufacturing Corp . Page ZI 122 Ilailclzoad Street � New Madison, OH 45346 S/J4 /OS � ' ' 9AIMART-NORTHAMPTON, MA K05K32II{l Il00F WIND BRACING ANALYSIS --- - - - - -- - ---------- ---------------- ------- --- --- - ---- - ------- - - -- -- - --- --- - � Nodes Member Quarter Points ^ No Z J Z-End 1/4 1 /2 3 /4 J-End --- --- - - ------ (I{, l{ft, izz) LC (I{, I[ft, izz) LC (I{, ICft , ic/) Z,C (}{, ICft, izz) I^C (}I, I{ft , io) I,,--- � 54 2- 27 A 0 ' 03 I 0 . 03 l 0 . 03 l 0 . 83 l 0 . 03 l 0 . 03 I 0 . 03 I 0 ' 83 I 0 . 03 I 0 . 03 l \/ 0 . 08 I 0 . 08 I 8 . 08 l 0 . 08 I 0 . 08 I 0 ' 08 l 0 . 08 l 0 . 08 l 0 . 08 I 0 . 08 I D0 0 . 28 I 0 . 13 I -0 . 01 l -8 . 16 l -0 . 3I l 0 ' 28 l 0 . 13 l -U ' Ol l -0 . I6 l -0 . 3I I 00 D 0 . 000 I 0 . 026 I -0 ' 002 I -0 . 025 I 8 ' 019 I � 0 ' 000 I 0 . 026 I -0 . 002 I -0 . 025 I 0019 I 55 3- 28 J\ 0 . 01 I 0 . 01 I 0 . 0I l 0 ' 0I I 0 . 01 l 0 . 01 l 0 . 01 I 0 . 01 I 0 . 01 l 0 . 0I I �. \7 0 . 04 l 0 . 04 I O . 04 l 0 . 04 I 0 . 04 I . . 0 . 04 I 0 . 04 I 0 . 04 l 0 . 04 I 0 . 04 l M 0 ' I5 I 0 . 08 l -0 . 00 l -0 . 08 l -O . lG l 0 . 15 I 0 . O8 l -0 . U0 l -0 . 08 I -0 . 16 l � . . , � D 0 . 000 I 0 . 018 I 0 . 005 I -0 . 006 I 0 . 017 l 8 . 000 I 0 . 0I8 I 0 . 005 I -0 . 006 I 0 . 017 l 56 4- 29 A 0 . 04 I 0 . 04 I 0 . 04 I 0 . 04 I 0 . 04 l � � 0 . 04 l 0 . 04 I 0 . 04 I 0 . 04 I 0 . 04 I V 0 ' 0I I 0 . 01 I 0 . 01 I 0 . 0I I 0 . 01 I 0 . 01 I 0 . 0I I 0 . 01 l 0 . 01 I 0 . 01 I ? K0 0 . 03 I 0 . 02 I -0 ' 00 I -0 . 02 I -0 . 03 I ~ 0 ' 03 l 0 . 02 I -0 . 00 l -0 . 02 I -0 . 03 l D 0 . 000 l 0 . 006 I 0 ' 006 I 0 . 006 I 0 . 0I4 T 0 . 000 I 0 . 006 I 0 . 006 I 0 ' 006 l 0 . 014 l 57 5- 30 A 0 . 05 I 0 . 05 I 0 . 05 l 0 . 05 l 0 . 05 l 0 . 05 l 0 . 05 I 0 . 05 l 0 . 05 I 0 . 05 l \/ -0 . 03 I -0 . 03 I -0 . 03 I -0 . 03 I -0 . 03 l -0 . 03 l -0 . 03 I -0 . 03 l -0 . 03 l -0 . 03 I M -0 . I0 I -0 . 05 I 0 . 00 l 0 . 06 I 0 . 11 l -0 ' l0 l -0 . 05 I O O0 l U 06 l 0 Il l . . . . � D 0 . 000 l -0 . 806 I 0 . 008 l 0 . 021 l 0 . 0I0 l ' 0 . 000 I -0 . 006 I 0 . 008 I 0 ' 02I I 0 . 010 I 58 6- 31 A 0 . 09 l 0 . 09 I 0 . 09 I 0 . 09 I 0 . 09 I go 0 . 09 O9 I 0 . 09 I 0 O9 I 0 09 l O O9 I � . . . . _ \/ -0 . 06 I -0 . 06 l -0 . 06 I -0 . 06 I -0 . 06 I -0 . 06 I -0 ' 06 I -0 . 06 I -0 . 06 I -O . OG I M -0 . 20 l -0 . 09 I 8 . 0I I 0 . I1 I 0 . 22 I -0 . 20 I -0 . 09 l 0 . 0I I 0 . I1 I 0 . 23 I D 0 . 000 I -0 . 013 l 0 . 012 I 0 . 033 I 0 . 008 I 0 . 800 I -0 . 0I3 I 0 . 012 l 0 . 033 I 0 . 008 I � � no BZSA-2D (fl) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 20 122 8ailclrnad Street so New Madison, 0B 45346 5/24/85 WALMABT-NORTHAMPTON, M& o� M5K32IRl ROOF WIND BRACING ANALYSIS - --- -- - ------- ----- ------------------- ------- ---------------- --- ---- -------- 0oclea Member Quarter Points No Z J Z-End I/4 I/2 3 /4 J-End -- -- -- -------- (I{, ]Ift , io) LC (l{, I(ft , izz) LC (I{, Kft, io) LC (I<, I{ft, izz) L[ (I{, I{ft , izz) I^C--NM 49 I- 26 A 0 . 31 I 0 . 3I I 0 ' 3I I 0 ' 3I I 0 . 3I I 0 . 3I l 0 . 3I I 0 . 31 I 0 ' 3I l 0 . 31 l \/ -0 . 26 I -O 26 I -U 26 I -U �G I -8 2� I . . ' . ' -0 . 26 I -8 . 26 I -0 ' 26 I -0 . 26 l -0 . 26 I M -0 . 98 l -0 . 49 l -0 ' 00 I 0 . 49 I 8 ' 98 l -0 . 98 l -0 . 49 I -U ' OO l 0 . 49 I 0 . 98 l w� D 0 . 080 I 0 ' 003 I 0 ' 008 l 0 ' 0I4 I 0 . 0I6 I 0 . 000 l 0 . 003 l 0 . 008 I 0 ' 014 I 0 . 0I6 I 50 13- 38 A 0 . 74 l 0 . 74 I 0 . 74 l 0 . 74 I 8 ' 74 I 0 ' 74 I 0 . 74 I 0 . 74 I 0 . 74 I 8 . 74 l \/ -0 . 00 l -0 . 80 I -0 . 08 I -0 . 00 l -0 . 00 I -0 . 00 l -O O0 I -O 0O I -0 00 I -0 00 I . . . . . � 00 -0 . 08 l -0 . 00 I 8 . 00 I 0 . 00 I 0 . 00 I -0 . 08 l -0 . 00 I 0 ' 00 I 0 . 00 l 0 . 00 I i D 0 . 000 l 0 . 000 I 0 . 000 I 0 . 000 l 8 . 000 I 8 . 000 I 8 . 000 I 0 . 000 l 0 . 800 l 0 . 000 I SI 25- 50 & 0 . 31 I 0 . 31 I 0 . 3I l 0 . 3I I 0 . 31 I / 0 . 31 I O 3I I 0 . 31 l 0 3I I 0 3l I . . � . . . \/ 0 . 26 I 0 . 26 I 0 . 26 l 0 . 26 I 0 . 26 I � 0 . 26 I 0 . 26 I 0 . 26 l 0 . 26 l 0 . 26 l M 0 . 97 l 0 .49 I -0 . 00 I -0 .49 I -0 . 97 l 0 . 97 l 0 . 49 I -0 . 00 I -0 . 49 l -0 . 97 I D 0 . 000 I -0 . 803 l -0 . 008 l -0 ' 0I4 I -0 . 0I6 l 0 . 000 I -0 . 003 l -0 . 008 I -0 . 014 l -0 . 0I6 I 52 7- 32 A 8 . 30 l 0 . 30 I 0 ' 30 I 0 . 30 I 0 . 30 I 0 . 30 I 0 . 30 / I 0 ' 30 I 0 . 20 I 0 . 30 l `J -0 . 00 I -0 . 08 l -0 ' 00 I -0 . 00 I -8 . 00 I w� -0 . 00 I -0 . 00 | I -0 . 00 I -0 . 00 l -8 . 00 I / KY -U . OI l -0 . 00 I 0 . 00 I 0 . 00 I 0 . 0I I -O . Ol l -0 . 00 � I 0 . 00 I 0 ' 00 I 0 . 01 I D 0 . 000 I 0 . 002 � I 0 . 084 l 0 . 006 I 0 ' 008 I 0 . 000 l 0 . 002 l 0 . 004 I 0 . 006 l 0 . 008 I 53 19- 44 A 0 . 30 l 0 . 30 I 0 . 38 I 0 . 30 l 0 . 30 l 0 . 30 I O . ]O I 0 . 30 I 0 . 30 I 0 . 30 I / `J 0 . 00 I 0 . 00 | I 0 . 00 I 0 . 00 I 0 . 08 l 0 . 00 I 0 . 00 | I 8 . 00 I 8 . 80 l 0 . 00 I @} 0 . 01 I 8 . 08 l -0 . 00 I -0 . 00 l -0 . 0I I � 0 . 8I I 0 . 00 I -0 . 00 I -0 . 80 I -0 . 0I I � D 0 . 080 l -0 . 802 I -8 . 004 I -0 . 006 l -0 ' 008 I O ' OOO I -0 . 002 l -0 . 004 I -0 . 006 I - 0 . 008 l ` IlZSA-21) (B) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Paqe 19 122 IlailcIroacl Street Dx New Madison, OH 45346 5 /24 /05 WALMA8T-NORTHAMPTON, MA M5I{22IIll ROOF VJZ0D BB&CZ2JG ANALYSIS ^ --------------- ---- -- ------------ -- - --- - --- - --- --- - ------- -- - - - ------ - --- -- - !� 0o(Iea Member Quarter Points No I J I-End I/4 I /2 3 /4 J-End -------------- (I{, I{�t , irz) LC (I(, I{ft, i/z) I,C (IC, ]Ift, izz) I,C (f{, I{ft , izz) I,C (I[,I{ft, izz) LC-- � 44 45- 46 A 0 . l6 I O . l6 l 0 . 16 I 0 l6 l 0 IG I �^ . . . 0 ' I6 I 0 . 16 l 0 ' I6 l 0 . 16 I 0 . I6 l V -0 . 06 l -0 . 06 l -0 ' 0G I -O ' U6 I -0 . OS I p -0 . 06 l -0 . 06 I -0 . 86 l -0 . 06 l -0 . 06 I M -0 . 05 I 0 . 00 l 0 ' 06 l 0 . I1 l 0 . 17 I -0 ' 05 I 0 . 00 l 0 ' 05 I O ' Il l 0 ' I7 I D 0 . 000 l 0 . 034 I 0 . 067 I 0 ' 096 I 0 ' II7 I � 0 . 080 I 0 . 034 I 0 . 067 l 0 . 096 I 0 ' II7 I 45 46- 47 A 0 . I3 I 0 . I3 I 0 ' 13 l O ' l] l 0 . I3 l 0 . 13 I 0 . 13 I 0 . 13 I 0 . 13 I 0 . 13 I � `J -0 . 0I l -0 . 01 I -0 . 0I l -0 . 0I l -0 . 0I I -0 . 0I l -0 . 01 I -8 ' 0I I -0 . 0I l -0 . 01 I D0 0 . 06 I 0 . 07 I 0 . 07 l 0 ' 08 I 0 . 09 I . 07 I O 0 I O7 U . O6 l 0 O8 I O 0� l � �- . . . ` ~- D 0 . 000 l 0 . 013 I 0 . 021 I 0 . 024 I 0 . 020 I 0 ' 000 I 0 . 013 I 0 . 02I I 0 . 024 l 0 . 020 I 46 47- 48 A 0 . I4 I 0 . I4 I 0 ' I4 l 0 ' I4 I 0 . I4 l ' 0 ' I4 l 0 . 14 I 0 . 14 l 0 . 14 I 0 . 14 l V 0 . 03 l 0 . 0I l 0 ' 03 I 0 . 03 I 0 . 03 I 0 . 03 I 0 . 03 I 0 U3 I U 03 I 0 O] I ' . . � �� 0 ' I2 I 0 . 09 I 0 . 06 l 0 . 04 l 0 . 01 I 0 ' 12 I 0 . 09 l 0 . 06 I 0 ' 04 I 0 . 01 l D 0 ' 000 I -0 . 0II I -0 . 029 l -0 . 052 I -0 . 077 I 0 . 000 I -0 . 01I I -0 . 029 I -0 . 052 l -0 . 077 I 47 48- 49 A 0 ' I8 l 0 . 18 l 0 . I8 l 0 . I8 l 0 . 18 l 0 . 18 I 0 . 18 I 0 . 18 I 0 ' I8 I 0 . I8 I \7 0 . 05 I 0 . 05 I 8 . 05 l 0 ' 05 I 0 . 05 l � 0 . 05 l 0 . 05 I 0 . 05 I 8 . 05 l 0 . 05 I M 0 . I7 I 0 . 12 I 0 . 08 I 0 . 04 I -0 . 01 l 0 . 17 I 0 . 12 I 0 . 08 I 0 ' 04 l -0 . 01 I D 0 . 000 l -0 . 032 l -0 . 072 I -0 . II9 l -0 . 168 I � 0 . 000 I -0 . 032 l -0 . 072 l -0 . II9 l -0158 I 48 49- 50 A 0 . 26 l 8 . 26 I 8 . 26 I 0 . 26 I 0 . 26 I 0 . 26 l 0 . 26 I 0 . 26 I 0 . 26 I 0 . 26 l � \/ 0 . 08 I 0 . 08 I 0 . 08 I 0 . 08 I 008 I 0 . 08 I 0 . 08 I 0 . 08 I 0 . 08 I 0 . 08 l M 0 . 30 I 0 . 22 l 0 . 15 l 0 . 08 I -O . OU I � 0 . 30 I 0 . 23 I 0 . 15 I 0 . 08 l -0 . 00 l D 0 . 000 I -0 . 068 I -0 . 138 l -0 . 226 l -0 . 320 l 0 . 000 l -0 . 060 I -0 . 138 l -O . 226 I -0 . 320 I ` � on IIZSA-2I} (fl) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . | Page 18 122 flailc]road Street *� New Madison, OH 45346 5/24 /05 WALMARI-NORTHAMPTON, MA M5f{32lBI ROOF WIND BRACING ANALYSIS - - - - ------- --------- --- ---------------- - --- -- ------------- -- -- ------ - - --- --- Nodes Member Quarter Points No Z i Z-End 1 /4 1 /2 3 /4 J-End -- -- - -- - ------ (l{, I{ft , izz) LC (]I, I(ft, io) Z,C (I{, ]Ift , in) LC (]I, I{ft, in) I,C (I{, lIft, izz) LC--NW 39 40- 41 A 0 . 32 I 8 . 32 I 0 . 22 I 0 . 22 I 0 . 32 I 0 . 32 I 0 . 32 I 0 . 32 I 0 ' 32 l 0 . 32 I `J -0 . 03 I -0 O� I -0 0� l -O 03 I -O 03 I ' ' ' ' ' m� -0 . 03 I -0 . 83 l -0 . 03 l -0 ' 03 I -0 . 03 I M 0 . 08 I 0 . 03 I 0 . 06 l O ' IO I 0 . 13 I 0 . 00 l 0 . 03 I 0 . 06 l 0 ' I0 l 0 . 13 I D 0 . 000 I 0 . 025 l 0 . 048 I 0 ' 066 I 0 . 077 l 0 ' 000 I 0 . 025 l 0 . 048 I 0 ' 066 I 0 . 077 I 40 41- 42 A 0 . 30 I 0 . 30 I 0 . 30 I 0 . 30 I 0 . 30 I 0 . 30 I 0 . 30 l 0 . 30 I 0 . 30 I 0 . 30 I \/ 0 . 01 l 0 . 01 I 0 . 01 l 0 . 01 I 0 . 01 I 0 . 01 I 0 . 01 l 0 . 01 l 0 . 01 I 0 . 01 I . � M 8 . 08 I 0 . 08 I 0 ' 07 I 0 . 87 l 0 . 86 I 0 . 08 I 0 . 08 l 0 . 07 l 0 . 07 l 8 . 06 I ! � D 0 . 000 l 0 . 003 l 0 ' 80I I -8 . 888 I -8 . 02I I 0 ' 000 l 0 . 003 I 8 . 00I I -0 . 808 l -8 . 02I I 41 42- 43 A 0 . 33 I 8 . 33 I 0 . 33 I 0 . 33 I 0 . 33 I 0 . 33 l 0 . 32 ! I 0 . 33 I 0 ' 33 I 0 . 33 I \/ 0 . 06 l 0 . 06 I 0 . 06 l 0 . 06 I 0 . 06 I ' 0 . 06 I 0 . 06 | I 0 . 06 l 0 . 06 I 0 . 06 l | M 0 . 16 I 0 . 11. I 0 ' 06 l 0 ' 0I I -0 . 05 I 8 . 16 l 0 . 11 i I 0 . 06 l 0 8l I -O O5 I | ' ' ' D 8 . 800 l -0 ' 02I l -0 . 05I l -0 . 085 l -0 . I19 I 0 . 000 I -0 ' 02I I -0 . 051 l -0 . 085 l -0 . II9 I 42 43- 44 Ji 0 . 38 ] 0 ' 28 I 0 . 38 I 0 . 38 I 0 . 38 I 0 . 38 I 0 . 38 I 0 . 38 I 8 . 38 I 0 . 38 l \/ 0 . 14 I 0 . 14 i l 0 . 14 I 0 . 14 l 0 . 14 I 00 0 . 14 I 0 . 14 i I 0 . 14 I 0 . I4 l 0 . I4 I M 0 . 16 l 0 . 03 I -O . II I -8 ' 25 l -0 . 38 I 0 . 16 I 0 . 03 | l -0 . I1 I -0 ' 25 I -0 . 38 I am | D 0 . 000 l -0 . 038 I -8 . 078 I -U . lOB I -0 . I23 I 0 . 080 l -0 . 038 � I -0 . 078 I -0 . 109 I -0 . I23 I � 43 44- 45 A 0 . 22 l 0 . 22 I 0 . 22 I 0 . 22 l 0 . 22 I p� 0 . 22 I 0 ' 22 I 0 . 22 l 8 . 22 l 8 . 22 I V -0 . I4 I -0 . 14 I -0 ' I4 I -0 . I4 I -0 . I4 l -0 . I4 l -0 . 14 | I -8 . I4 l -8 ' I4 I -0 . I4 I @l -U . 39 I -0 . 25 l -0 . 11 I 0 . 03 I 0 . 16 I -0 . 39 l -0 . 25 | l -0 . 11 I 0 . 03 l 0 . I6 I � I} 0 . 000 I 0 . 0I2 I 8 . 842 l 0 . 081 I 0 . 118 I 0 . 000 l 8 OI2 l O 0�2 I 0 O8I I O II8 I . . . . ' - � `~ IlISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 17 122 RaiIdrnad Street n ' D7evv y0acliooc/, �B ��346 S/24 /O5 � � � WAL@ARI-NORTHAMPTON, M& ?� M5K32lR1 BD0F WIND BRACING ANALYSIS --- ---_- -_ _- -- _----__- --_ ---_- --_ - - -- ------ - _- --_----_---- -- --- -_---- _ _-- --- \' Nodes Member Quarter Points ^ No I J Z-End I/4 1/2 3/4 J-BzzcI --- -- ----- ---- (]I, I{ft, io) Z^C (]{, I{ft, izz) LC (I{, }Cft, izz) LC (K, I{ft, in) I,C (I{, ]Ift, izz) I,(-'- - ' 34 35- 36 A 0 ' 32 l 0 . 32 l 0 . 32 l 0 . 32 I 8 . 32 l 0 . 32 I 8 . 32 I 0 . 32 I 0 . 32 I 0 . 33 I TJ 0 . 03 I 0 . 03 I 0 ' 03 I 0 . 03 I 0 . 83 I 0 ' 03 I 0 . 03 I 0 . 03 l 0 . 03 l 0 . 03 I � ^ D0 0 ' 13 I 0 ' I0 I 0 . 06 l 0 ' 03 I 0 . 00 I 0 ' I3 I 0 . 10 I 0 . 06 I 0 ' 03 l 0 . 00 I D 0 . 000 l -U . OlI I -0 . 028 l -0 . 05I l -0 . 076 I 0 . 000 I -0 . 0II I -0 . 028 l -0 . 05I l -0 . 076 I 35 36- 37 A 0 . 36 I 0 . 36 l 0 . 36 I 0 . 36 l 0 ' 36 I 0 . 36 I 0 36 l 0 �� l V 36 l 0 36 I ' . . ' � V 0 . 05 I 0 ' 05 I 0 ' 05 I 0 . 05 I 0 . 05 I � 0 . 05 I 0 . 05 I 0 ' 05 I 0 . 05 l 0 . 05 I K0 0 . I7 I 0 . 13 I 0 . 08 I 0 . 04 I -O . Ol l 0 . 17 l 0 . I3 I 0 . 08 l 0 . 04 I -0 . 01 I � ^ I] 0 . 000 I -0 . 03I I -0 ' 072 l -0 . I19 I -0 . I69 I 0 ' 000 I -0 ' 03I I -0 . 072 I -0 . I19 ] -0 ' 169 I 36 37- 38 A 0 .44 I 0 . 44 I 0 ' 44 I 0 ' 44 I 0 . 44 I ! ` 0 . 44 l 0 . 44 I 0 . 44 I 0 ' 44 I 0 . 44 I °~ l/ 0 . 08 I 0 . 08 l 8 . 08 l 0 . 08 I 008 I 0 . 08 I 0 ' 08 I 0 . 08 l 0 . 08 I 0 . 08 l M 0 . 32 I 0 . 24 I 0 . I6 l 0 . 08 I -0 . 00 I ~' 0 . 32 l 0 . 24 I 0 ' 16 l 0 . 08 I -O . OU I D 0 . 000 I -0 . 06I l -0 . I40 l -0 ' 231 I -0 . 328 I � 0 ' 008 I -0 . 06I I -0 . 140 I -0 . 231 I -0 . 328 I � 37 38- 39 A 0 . 44 I 0 '44 I 0 . 44 l 0 . 44 I 0 . 44 l 0 . 44 I 0 . 44 l 0 . 44 I 0 . 44 I 0 . 44 I V -0 . 08 l -0 . 08 I -U . 00 l -0 . 08 I -0 . 08 I � -0 . 08 I -0 . 08 I -0 ' 08 l -0 . 08 l -0 . 08 l M 0 . 00 l 0 . 08 I 0 . 16 I 0 ' 24 I 0 . 32 I O . U8 I 0 . 08 I 0 l6 I 0 2� l U 32 I . . . . �^ D -0 . 327 I _0 ' 230 I -0 . I40 l -0 . 061 l 0 . 000 I - -0 ' 327 I -8 . 230 I -0 . I40 l -0 ' 061 l 0 . 000 I 38 39- 40 A 0 . 36 I 0 . 36 I 0 ' 36 I 0 . 36 I 0 . 36 I O . 36 l 0 . 36 l 8 �6 I O 36 l 0 36 I � . . . \7 -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 I -0 . 05 l -0 . 05 l -0 . 05 I M -0 . 0I I 0 . 04 I 0 . 08 I 0 . 13 l 0 . 17 I � -0 . 01 I 0 . 04 l 0 . 08 l 0 . I3 I 0 . 17 I ~' D 0 . 000 I 0 . 050 I 0 . 097 l 0 ' I38 l 0 . 170 I 0 . 000 l 0 . 050 l 0 . 097 l 0 . 138 l 0 . I70 I � � No flTSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page IG 122 Ilaildromcl Street New Madison, DB 45346 � 5/24 /05 WALMAflT-NORTHAMPTON, MA w� M6f{]2lBI ROOF WIND BRACING ANALYSIS - - ---_- - --- -_--_- -- ---_------_-_----------- -_-_ -____ _-_-----_ _--_- _-- -__-_-_�� Nodes Member Quarter Points No I J Z-Ezzcl I /4 I /2 3 /4 `I-BzzcI - - - -------- --- (I{, f{ft, izz) LC (]{, I{ft, izz) LC (I{, I{tt, irz) LC (K, I{ft, iu) Z,C (]I, I{ft, izz) LC--#- 29 30- 31 A 0 . 16 I 0 . 16 I 8 . 16 I 0 . I6 l 0 ' I6 I 0 . 16 l 0 . I6 I 0 . 16 I 0 ' I6 I 0 . 16 I `J 0 . 06 l 0 ' 06 l 0 . 06 I 0 . 06 I 0 . 06 I w� 0 . 06 I 0 . 06 I 8 . 86 I 0 . 06 I 0 . 06 I M 0 . 17 l O ' lI I 0 . 86 l O ' OO I -0 . 05 I 0 . 17 I 0 ' II I 0 . 06 l 0 . 00 I -0 . 05 I D 0 ' 000 I -0 . 021 I -0 . 050 l -0 . 084 I -0 . II7 I 0 ' 080 l -0 ' 02I I -0 . 050 l -0 . 084 I -0 . 1I7 I JO 31- 32 A 0 . 22 I 0 . 22 I 0 . 22 I 0 ' 22 l 0 . 22 I 0 . 22 l 0 . 22 l 0 . 22 I 0 ' 22 l 0 . 22 I `J 0 . 14 I 0 ' 14 I 0 . 14 I 0 . 14 I 0 . 14 I 0 . 14 l 0 ' I4 I 0 . I4 l 0 . I4 I 0 . 14 I � M 0 . 16 I 0 . 03 I -0 . 11 I -0 . 25 l -0 . 39 I 0 ' 16 l 0 . 03 I -0 . II l -0 . 25 I -0 . 39 I { D 0 . 000 l -0 ' 037 l -0 . 076 I -0 ' I06 I -0 . 1I8 I 0 . 000 I -8 . 037 I -0 . 076 I -0 . I06 l -0 . I18 I 31 32- 33 A 0 . 38 I 0 . 38 ! I 0 . 38 l 0 . 38 I 0 . 38 I 8 . 38 l 0 . 38 l 0 ' 38 I 0 . 38 I 0 . 38 I \7 -0 . 14 l -0 . 14 I -0 . 14 l -0 . 14 I -0 . 14 I -0 . 14 l - 0 . 14 I -0 . 14 I -0 . 14 I -0 . 14 I w� @l -0 . 38 I -0 . 25 I -0 . I1 l 0 ' 03 I 0 . 16 I -0 . 38 l -0 . 25 I -O . lI l 0 . 03 I 0 . 16 I D 0 . 000 l 0 . 813 | l 0 . 045 I 0 . 084 I 0 . I22 I 0 . 808 l 0 . 0I3 l 0 . 045 I 0 . 084 l 0 . I22 I 32 33- 34 A 0 . 33 I 0 . 33 I 0 . 33 I 0 . 33 I 0 . 33 I | 0 . 33 I 0 . 33 I 0 . 33 l 0 . 33 l 0 . 33 I \/ -0 . 06 I -0 06 l -0 0� I -8 0G I -O 06 I m� ' ' i ' ' ' -8 . 86 l -0 . 06 / I -0 . 06 I -0 . 06 I -8 . 06 l � M -U ' OS l 8 . 0I I 0 . 06 l 0 . I1 I 0 . I6 I -0 . 05 I 0 . 01 � I 0 . 06 I 0 . 11 I 0 . 16 I | D 0 . 000 l 0 . 834 I 0 . 068 l 0 . 098 l 0 . I19 I � 0 . 000 l O O]� l 0 . 068 l O O�O I 0 lI9 I . . � . . . 33 34- 35 A 0 . 30 I O 3O l 0 . 30 l O 30 I 0 38 I ' ' ! ' ' ' 0 . 30 l 0 . 30 l 0 . 30 I 0 ' 30 I 0 . 30 l v -0 . 0I l -O . OI I -0 . 01 I -8 ' 01 l -O . OI I -0 . 0I l -0 . 01 I -0 . 01 I -8 . 8I l -0 . 01 I � M 0 . 06 I 0 . 07 I 0 . 07 I 0 . 08 l 0 . 08 I 0 . 05 I 0 . 07 I 0 . 07 l 0 . 08 I 0 . 08 I D 0 . 000 I 0 . 0I4 I 0 . 022 l 8 . 025 l 0 ' 022 l � 0 . 000 l 0 . 014 l 0 . 022 I 0 . 025 I 0 . 022 I �� BZS7\-2D (Tl) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp . Page 15 122 RaiIdroad Street r New Madison, OH 45346 5 /24 /05 � ' ' WAL@ART-NORTHAMPTON, M& M5K32I8I ROOF VVZ0D BRACING ANALYSIS � __---- --- -- _-_-_---- -- - --- --_----_--_ ---- -------_------ __- ---- - -__ --- _ - _- - -- �. Nodes Member Quarter Points No Z J Z-End 1/4 1 /2 3 /4 J-End --- --- -------- (K, I(ft, izz) LC (}{, Kft, io) LC (I{, Kft , in) LC (K, Kft, in) LC (I{, Kft , io) LC- - � 24 24- 25 A 0 . 55 I O . 55 I O ' 55 l O ' S5 I O 5S l . 0 ' 55 l 0 . 55 I 0 . 55 I 0 . 55 l 0 . 55 I V 0 . 04 I O . 0S l 0 ' O5 I 0 . 05 I 0 . 05 I . ' � 0 ' 04 l 0 . 05 I 0 ' 05 I 0 . 05 l 8 . 05 I & M 0 ' I8 I 0 . 14 I 0 . 10 I 0 ' 05 l 0 . 00 I 0 . 18 l 0 . I4 I 0 . 10 I 0 . 05 I 0 . 00 I D 0 . 000 I -0 . 052 I -0 . I28 l -0 . 220 l -0 ' 320 l � O ' UOU l -0 . 052 I -0 . 128 I -0 . 220 I -0 . 320 I 25 26- 27 A 0 . 26 I 0 . 26 I 0 . 26 l 0 . 26 I 0 . 26 l 0 . 26 I 0 . 26 I 0 . 26 I 0 . 26 I 0 . 26 I � l7 -0 . 08 I -0 . 08 l -0 . 08 I -0 . 08 I -0 ' 08 l «a -0 . 08 I -0 . 08 I -O . UO I -0 . 08 l -0 . 08 l @l 0 . 00 l 0 . 08 I 0 . 15 l 0 . 23 I 0 . 30 I 0 . 00 l O ' OO I 0 ' I5 I 0 ' 22 I 0 ' 30 I � D -0 . 3I9 I -0 '325 l -0 . I37 I -0 . 060 I 0 ' 000 I ` -0 ' 319 I -0 ' 225 l -0 . I37 I -0 ' 060 I O ' UOU l ' 26 27- 28 A 0 . 18 I 0 ' I8 I 0 . 18 I 0 . 18 I 0 . 18 I \ 0 . 18 I 0 . I8 I 0 . 18 I 0 . 18 l 0 . 18 I � `J -0 ' 05 I -0 . 05 l -0 . 05 l -0 . 05 l -005 I � - -U ' 05 I -0 . 05 l -O 05 l -U O5 I 0 U5 l . . . . ^ D0 -0 . 0I I 0 . 04 I 0 . 08 l 0 ' 12 I 0 . I7 I ^ -O . OI I 0 . 04 I 0 . 08 I 0 ' I2 l 0 . 17 l D 0 ' 000 I 0 . 050 I 0 . 097 I 0 . 137 I 0 . I69 I 0 . 000 I 0 ' 050 I 0 . 097 l 0 . 137 l 0 . 169 I 27 28- 29 A 0 . I4 I 0 . I4 I 0 . 14 I 0 . I4 I 0 . 14 I 0 . 14 I 0 . 14 l 0 . I4 I 0 . I4 l 0 . 14 I \7 -0 . 03 I -0 . 03 I -U . O] l -0 . 03 I -0 ' 03 I -0 . 03 I -0 . 03 I -0 ' 03 l -0 . 03 I -0 . 03 I , M 0 ' 01 I 0 . 04 l 0 . 06 l 0 . 09 I 0 . 12 I 0 . 01 I 0 . 04 l O . 06 I 0 . 09 l 0 . I2 I D 0 . 000 I 0 ' 025 I 0 . 048 l 0 . 066 I 0 . 077 l 0 . 000 l 0 . 025 I 0 . 048 l 0 . 066 I 0 . 077 l 28 29- 30 A 0 . I3 I 0 . 13 l 0 . 13 I 0 . 13 I 0 . 13 l O . I2 I 0 . 13 I 8 I3 l 0 l� I 8 I3 I . . . . ~` TJ 0 . 01 l 0 . 01 I 0 . 01 l 0 . 01 l 0 . 01 l 0 . 01 I 0 . 01 I 0 . 01 l 0 . 01 I 0 . 01 l M 0 . 09 I 0 . 08 I 0 . 07 l 0 . 07 I 0 . 06 l � 8 . 09 I 0 . 08 I 0 . 07 l 0 . 07 I 0 . 06 I D 0 . 000 I 0 . 004 l 0 . 001 I -0 . 007 I -0 . 20 I 0 . 000 I 0 . 004 l 0 . 001 l -U 0U7 I -O 020 I . . . s ^ ' No IlZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 14 122 Ruildromd Street | "� New Madison, 0B 45346 5/24 /85 WALMART-NORTHAMPTON, MA M5K32IRl ROOF WIND BRACING ANALYSIS -- - -_---_ --- --- - _ - - _ ---_--- _ _- ----_--- ---_--_ ----- - - --- ------_--_-__------ - -�� Nodes Member Quarter Points No Z J I-End I/4 I/2 3 /4 `T-Ec/cI -- --- - --- ----- (}{, I(ft , io) I^C (K, I{ft, izz) LC (}{, ]Ift, i/z) I,C (K, ]Ift, irz) LC (]I, ]Ift, in) LC--Oo 19 19- 20 A 0 . 60 l 0 ' 60 l 8 . 60 I 0 . 60 l 0 ' 60 I 0 . 60 l 0 . 60 I 0 . 60 I 0 . 60 l 0 ' 60 I \/ -0 . I5 I -0 . 12 I -0 . 08 l -0 . 05 I -0 ' 02 I w� -0 . 15 I -0 . I2 I -0 . 08 I -0 . 05 I -0 ' 02 I M -0 . 24 I -0 . I1 l -0 . 02 I 0 . 85 I 0 ' 08 I -0 . 24 I -0 . II I -0 . 02 I 0 . 05 I 0 ' 08 I D 0 . 000 l 0 . 015 l 0 ' 049 I 0 . 087 I 0 . 117 I 0 . 800 I 0 ' 8I5 I 0 . 049 I 0 ' 087 I 0 . 117 I 20 20- 21 A 0 . 65 I 0 . 65 l 0 ' 65 I 0 ' 65 I 0 . 65 l 0 . 65 I 0 ' 65 l 0 ' 65 I 0 . 65 I 0 . 65 I \7 -U . Il I -0 . 08 I -0 . 85 l -0 . 03 I -0 . 00 I -0 . I1 I -0 . 08 l -0 . 05 I -0 . 03 I -0 00 l . . � M -0 . 12 I -U 03 I O 03 I 8 O7 I U 09 I ' ' ' ' ' w� -0 . I2 I -0 . 03 l 0 . 03 I 8 . 07 I 0 ' 09 I | D 0 . 000 I 0 . 031 I 0 ' 067 l 0 . 098 l 0 . 117 I � 0 . 000 l 0 . 031 I 0 . 067 I 0 . 098 l 0 . 1I7 I � 21 21- 22 A 0 . 68 I 0 . 68 I 0 . 68 I 0 . 68 I 0 . 68 I ! 0 . 68 l 0 . 68 I 8 . 68 l 0 . 68 I 0 . 68 I \7 -0 . 05 l -0 . 03 l -0 ' 01 l 0 . 01 I 0 ' 03 I � -0 . 85 I -0 . 03 l -8 ' 0I l 0 . 01 I 0 ' 03 I M -0 . 02 l 0 . 02 l 0 . 04 I 0 . 04 l 0 . 02 I -0 . 02 I 0 . 02 I 0 . 04 I 8 . 04 I 0 . 02 I D 0 . 000 I 0 . 0I2 l 0 ' 021 l 0 . 024 l 0 . 020 l 0 . 000 I 0 . 0I2 l 0 ' 02I l 0 . 024 l 0 . 020 l 22 22- 23 A 0 . 67 I 0 . 67 I 8 ' 67 I 0 ' 67 l 8 . 67 I 0 . 67 I 0 . 57 I 0 . 57 I 0 . 67 I 0 . 67 I l/ -0 . 8I I 0 . 01 I 0 ' 02 I 0 . 04 I 0 . 05 I -0 . 0I l 0 . 01 l 8 ' 02 I 0 . 04 I 0 . 85 l M 0 . 05 l 8 . 05 � I 8 . 83 l 0 . 0I I -0 . 04 l 0 . 05 I 0 . 05 l 0 . 03 I 0 0l l -0 04 I w� � . . . D 8 . 000 I -0 . 0I0 I -0 ' 029 l -0 . 052 l -0 . 077 I / 0 . 000 l -0 ' 0I0 l -0 ' 029 l -0 . 052 l -0 . 077 I 23 23 - 24 A 0 . 63 I 8 . 63 l 0 ' 63 I 0 . 63 l 0 . 63 I 0 . 63 I 0 . 63 l 0 . 63 l 0 . 63 I 0 . 63 I \7 0 . 04 l 0 . 05 I 0 . 06 I 0 . 06 I 0 . 07 I 0 . 04 I 0 . 05 I 0 . 06 I 0 . 06 l 8 . 07 I M 0 . 12 I 0 . 08 I 0 . 03 l -0 . 03 I -0 . 89 I w� 0 . 12 I 0 . 08 l 0 . 03 I -0 . 02 I -0 . 09 I D 0 . 000 l -O . U]I I -0 . 075 I -0 . I24 I -O . I67 I 0 . 000 I -0 O3l l -0 U75 I -0 I2� I -O l67 l . . . . . ` IlI8JL-2D (Il) \7ezeiozz 3 . 03 Ludy Greenhouse y0aoofactozio8 Corp . Page 13 122 flaiIdroad Street � New y0acIioozz, OH 45346 5 /24 /05 - wALDART-NORTHAMPTON, M& M5}{32IIll ROOF VVZ2JD BRACING AO7\IYSZ8 -----_---_---------- ----_----_--_- _-- _--- -----_ - -- - ----___-_- - ------- _- _- _-_ � � Nodes Member Quarter Points No Z J Z-End 1/4 1/2 3 /4 J-End ------------ -- (I{, I{ft, in) LC (I{, Kft, in) LC (K, Kft, izz) LC (K, Kft, io) LC (I{, Kft , in) L(-'- - � 14 14- 15 A 0 . 62 I 0 . 62 l 0 . 62 I 0 . 62 I 0 . 62 l 0 . 62 I 0 ' 62 l 0 . 62 I 0 . 62 I 0 . 62 l V -0 . 07 I -0 07 I -0 06 l -0 05 l -O 04 I . . . ' . � -0 . 07 l -0 . 07 I -0 . 06 I -0 ' 05 l -0 . 04 l ^ y0 -0 . 10 I -0 . 03 I 0 ' 03 I 8 ' 08 I 0 . 12 l -0 . I0 I -0 ' 03 I 0 . 03 I 0 ' 08 l 0 . I2 I D 0 . 000 I O O44 I 0 093 I 0 I37 I 0 I59 l � . ' ' . . � 0 . 000 I 0 . 044 l 0 ' 093 I 0 . I37 l 0 ' I59 l 15 15- 16 A 0 . 66 I 0 . 66 I 0 ' 66 I 0 . 66 I 0 ' 66 l 0 . 66 I 0 . 66 I 0 ' 66 I 0 . 66 I 0 . 66 l � \7 -0 . O5 I -0 . O4 I -0 . 03 l -0 ' Ul I 0 . 01 l � . -0 . 05 I -0 . 04 I -0 . 03 I -0 ' 01 I 0 . 01 I M -0 . 04 I 0 . 00 I 0 . 03 I 0 . 05 I 0 . 06 l -0 . 04 I 0 . 00 I 0 . 03 I O . 05 I 0 . O6 l U . ~~ Z) 0 . 000 I 0 . 024 I 0 . 048 I 0 . 067 I 0 . 077 l 0 . 080 l 0 ' 024 I 0 . 048 I 0 . 057 l 0 . 077 l 16 IG- 17 A 0 . 67 I 0 . 67 l 0 . 67 I 0 . 67 l 0 . 67 l i � 0 . 67 I 0 . 67 I 0 . 67 l 0 . 67 l 0 . 57 l � - V -0 . 03 I -0 . 01 l 0 . 01 l 0 . 03 l 0 . 05 I ' -0 . 03 I -0 OI l 0 OI I 0 U] I O 05 I ' . . . . p M 0 . 01 I 0 . 04 I 0 . 04 04 l 0 . 02 . O2 I -0 Ol l 0 . 01 I 0 . 04 I 0 ' 04 I 0 . 02 I -8 . 01 l D 0 . 000 I 0 ' 003 l 0 . 00I I -0 . 008 l -0 . 02I l 0 . 000 I 0 ' 003 I 0 . 00l I -0 . 008 I -0 . 021 l � ~ 17 17- 18 A 0 . 65 l 0 . 65 l 0 . 65 I 0 . 65 I 0 . 65 l 0 . 65 l 0 . 65 I 0 . 65 l 0 . 65 I 0 . 65 I TJ 0 . 00 I 0 . 02 I 0 . 05 l 0 . 08 I 0 . 11 l � 0 . 00 I 0 ' 02 l 0 . 05 l 0 . 08 I 0 . 11 I ° M 0 . 08 I 0 . 07 I 0 . 04 I -0 . 03 I -O . II I . O . O8 l 0 . 07 I 0 04 I -0 03 I -O II I . . . D 0 . 080 I -0 ' 030 l -0 . 050 l -0 . 087 l -0 . II8 I � 0 . 000 I -0 ' 020 l -0 . 050 l -0 . 087 I -0 . II8 I 18 18- 19 A 0 . 59 I 0 . 59 I 0 . 59 I 0 . 59 I 0 . 59 I 0 . 59 I 0 . 59 I 0 . 59 I 0 . 59 I 0 . 59 I l7 0 . 02 I 0 . 05 I 0 . 08 I 0 . 11 I 0 . 15 I 0 . 02 l 0 ' 05 I 0 . 08 I 0 . 11 I 0 . 15 I M 0 . 08 I 0 . 05 I -0 . 02 I -0 . 11 I -0 . 23 I 0 . 08 I 0 . 05 I -0 ' 02 I -0 . 1I I -0 . 23 I � D 0 . 000 I -0 . 031 I -0 . 070 l -0 . 105 l -0 . I21 I 0 . 000 I -0 ' 031 I -0 . 070 I -0 . 105 I -0 . 12I I ^.^ ^ � y^ IlISA-2D (B) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. i Page 12 122 flaiIdzoad Street | New Madison, OH 45346 5 /24 /85 WALMART-NORTHAMPTON, MA w� M5I{32IRI ROOF WIND BRACING ANALYSIS --- -- ---- -- - ----- -- -- --- --- --- ------ --------- -- -- ----- ----- ---- - ----------- -�� Nodes Member Quarter Points No I J I-End I/4 I /2 3 /4 J-End -- - -- - --- -- -- - (I{, ]Ift, io) LC (I{, ICft, izz)I,C (I{, I{ft, izz) LC (I{, I{ft, iu) LC (]I, I{ft , irz) LC-�m B 9- 10 A 0 ' 67 l 0 . 67 I 0 ' 67 I 0 . 67 l 0 ' 67 I 0 . 67 I 8 ' 67 l 0 ' 67 I 0 ' 67 I 0 ' 67 I \7 -0 . 05 l -0 . 03 l -0 . 0I I 0 ' 0I I 0 . 03 I w� -0 . 05 l -0 . 03 I -0 ' 0I I 0 . 01 I 0 . 03 l M -0 . 0I I 0 . 02 I 0 ' 04 I 0 . 04 I 0 ' 0I I -0 . 01 l O 02 I 0 . 04 l 0 0� I 8 0I I . . � ' . . D 0 . 000 I 0 . 013 I 0 ' 022 I 0 . 025 I 0 . 022 I 0 . 000 l 0 . 0I3 I 0 ' 022 I 0 . 025 I 0 . 022 I 10 IO- ll A 0 . 66 I 0 ' 66 I 0 ' 66 I 8 . 66 I 8 . 66 I 0 . 66 I 0 . 66 I 0 . 66 l 0 ' 66 I 0 . 66 I `J -0 . 0I l 0 . 01 I 0 . 03 I 0 ' 04 I 0 . 05 I ` -8 . 0I l 0 . 01 ] 0 ' 03 I 0 . 04 I 0 ' 05 I M 8 . 06 l 0 . 85 l 0 ' 03 I 0 . 08 I -0 ' 04 I 0 . 06 I 0 . 05 l 0 ' 03 I 0 . 00 I -0 . 04 I l D 0 . 000 I -0 . 010 I -8 . 028 I -0 . 052 I -0 ' 076 I 0 . 000 l -0 . 0I0 I -0 ' 028 I -8 . 052 l -0 . 076 I lI Il- 12 A 0 . 62 l 0 . 62 l 0 ' 62 I 0 . 62 l 0 . 62 I 0 . 62 I 0 . 62 l 0 ' 62 l 0 . 62 l 0 . 62 I ` `J 0 . 04 l 0 . 05 l 0 ' 06 I 0 . 07 I 0 . 07 I / 0 . 04 l 0 . 05 l 0 . 06 I 0 . 07 I 0 . 07 I M 0 . I2 I 0 . 08 l 0 ' 03 l -0 . 83 I -0 . I0 I 0 . 12 I 0 . 08 l 0 ' 03 I -0 ' 03 I -8 . I0 I D 0 . 008 I -0 . 031 I -0 ' 076 I -0 ' I25 I -0 . I68 I 0 . 080 I -0 . 031 I -0 . 076 I -0 . 125 I -0 . I68 I 12 12- I] A 0 . 52 l 0 . 53 I 0 ' 53 l 0 . 53 I 0 ' 53 I 0 . 53 I 8 . 53 I 0 ' 53 l 0 . 53 I 0 . 53 I � ' . \7 0 . 04 l 0 . 05 I 0 . 05 I 0 . 05 I 0 . 05 l 0 . 04 l 0 . 05 I 0 . 05 I 0 . 05 I 0 . 05 l @[ 0 . 19 l 0 . 15 I 0 . 10 l 0 ' 05 I 0 . 00 I 0 . 19 l 0 . 15 ! I 0 . 10 I 0 ' 05 I 0 . 00 I D 0 . 000 l -8 . 052 l -0 . 138 I -0 . 224 I -0 . 327 l i 0 . 008 l -0 . 052 l -0 ' 130 I -0 . 224 l -0 . 337 I 13 13- 14 A 0 . 53 I 0 . 53 � I 0 . 53 I 0 . 53 I 0 . 53 l 0 . 53 I 8 . 53 I 0 ' 53 I 0 ' 53 I 0 . 53 I \7 -0 . 05 I -0 . 05 l -0 . 05 I -0 . 85 I -0 . 04 I -0 . 05 I -0 . 85 l -0 . 05 l -0 . 05 l -0 . 84 l D0 0 . 00 I 0 . 05 l 0 . 10 I 0 . I5 I 0 . 19 l 0 . 08 l 0 . 05 I 0 . 10 I 0 . I5 l 0 . 19 l D -0 . 326 I -0 . 223 I -8 . 129 I -0 . 052 I 0 . 000 I -0 ' 326 l -0 . 223 l -8 . I29 l -0 . 052 I 0 . 800 I � IlZSA-2D (D) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp . Page � II 122 Raildroad Street � New Madison, OH 45246 5 /24 /05 � ' ' WALMARI-NORTHAMPTON, MA � M5K321RI ROOF WIND BRACING ANALYSIS ----- ___- --_- ---- --_ _- _-- ---__- _---_-- _- - --- -- - _ ----- _--_ --- ---- _--- - - - _- - -- / � Nodes Member Quarter Points No Z J Z-8rzd 1 /4 I/2 3 /4 J-End --------- --- -- (I{, ]Ift, izz) LC (K, }Ift, ic/) I,C (II, f{ft , izz) LC (]I, I{ft, izz) I,C (K, }{ft, izz) I,(-"-- � 4 4- 5 A 0 . 68 I 0 . 68 I 0 . 68 I 0 ' 68 I 0 . 68 I ^ 0 . 68 I 0 . 58 l 0 . 68 l 0 ' 68 I 0 . 68 I V -0 . 03 I -0 . 01 l 0 . 01 I 8 . 03 I 8 . 05 I -0 . 03 I -0 . 01 I 0 . 01 I 0 . 03 I 0 . 05 I M 0 . 02 l 0 . 84 l 0 . 04 I 0 . 02 l -0 . 02 I 0 . 82 l 0 . 84 l 0 . 04 I 0 ' 02 l -0 . 02 I D 0 ' 000 I 0 . 004 I 0 . 001 l -0 ' 007 l -0 . 019 I , 0 ' 000 I 0 . 004 l 0 . 001 l -0 . 007 l -0 . 0I9 I S S- 6 J\ 0 . 65 l 0 . 65 l 0 . 65 l 0 . 65 I 0 . 65 I 0 . 65 I 0 . 65 I 0 . 65 l 0 . 65 I 0 . 65 I l/ 0 . 00 I 0 . 03 I 0 ' 05 I 0 ' 08 l 0 . 11 I � 0 ' 00 I 0 . 03 l 0 . 05 l 0 ' 08 I 0 . I1 I M 0 ' 09 l 0 . 07 l 0 . 03 I -0 . 03 I -0 . I2 I 0 . 08 I 0 . 07 l 0 . 03 I -0 . 03 I -0 . I2 I � �`. D 0 . 000 I -0 . 819 I -0 . 049 l -0 . 085 I -0 ' 116 I 0 . 000 I -0 . 0I9 I -0 . 049 l -0 . 085 l -0 . 1I6 I � � 6 6- 7 A 0 . 60 I 0 . 60 l 0 ' 60 l 0 . 60 I 0 . 60 I ' �- 0 ' 60 l 0 ' 60 I 0 . 60 I O ' GO I 0 . 60 I ; `J 0 . 02 l 0 ' 05 l 0 . 08 I 0 ' I2 l 0 . I5 l \ 0 . 02 l 0 . 05 l 0 . 08 l 0 I2 I 0 l5 I . ' . � y8 0 . 08 I 0 . 05 I -0 . 02 l -0 . I1 I -0 . 24 l " 0 . 08 I 0 .05 l -0 . 02 I -O . II I -0 . 24 l D 8 ' 000 I -0 . 030 I -0 . 068 I -0 . 102 l -0 . II7 I 0 . 000 I -0 . 030 I -0 . 068 I -0 . IO2 l -0 . 117 I 7 7- 8 A 0 ' 59 I 0 . 58 I 0 . 59 I 0 . 59 l 0 ' 59 I 0 . 59 I 0 . 59 I 0 . 59 I 0 ' 59 I 0 . 59 l l7 -0 . 15 I -U . Il l -0 ' 08 l -0 . 05 I -0 . 02 l -0 . I5 I -O . II l -0 . 08 l -8 . 05 I -0 . 02 l � M -0 ' 22 I -0 . 1I I -0 . 02 I 0 . 05 I 0 . 08 l -0 ' 23 I -0 . II I -0 . 02 l 0 . 05 l 0 . 08 I D 0 . 080 I 0 ' 0I7 I 0 . 052 I 0 . 090 l 0 . I21 I � ~- 0 ' 000 I 0 . 017 l 0 . 052 l 0 . 090 I 0 . 121 l 8 8- 9 A 0 . 65 I 0 . 65 l 0 . 65 I 0 . 65 I 8 . 65 l 0 ' 65 I 0 . 65 I 0 . 65 l 0 . 65 I 0 . 65 I � l/ -O . II I -0 . 08 l -0 ' 05 I -0 . 02 I -O . UO I -0 . II l -0 . 08 I -0 . 05 I -0 . 02 I -0 ' 00 I M -O . II l -0 . 03 l 0 . 03 I 0 . 07 l 0 . 08 I �.' -0 . I1 l -0 . 03 I 0 . 03 l 0 . 07 I 0 . 08 I ` D 0 . 000 I 0 . 032 I 0 . 068 l 0 ' 099 l 0 . 1I9 l 0 . 000 l 0 . 832 I 0 . 068 l 0 . 099 l 0 . II9 I � v � .. RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 1.0 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321R1 ROOF WIND BRACING ANALYSIS ENVELOPE SOLUTION w Reactions ------ --- -- ------ - ------ - --- ------ --- --------------------------------------- Node Global X Global Y Moment - -- --- -- - ----- ---- -- (K) - ---- -LC--------- - - (K) ------LC------- --- (K-ft) ----LC- 26 max 0 . 00000 1 -0 . 38885 1 0 . 00000 1 min 0 . 00000 1. -0 . 38885 1 0 . 00000 1 38 max 0 . 00000 1 -0 . 89543 1 0 . 00000 1 min 0 . 00000 1 -0 . 89543 1 0 . 00000 1 50 max 0 . 00000 1 -0 . 38875 1 0 . 97489 1 4" min 0 . 00000 1 -0 . 38875 1 0 . 97489 1 ENVELOPE SOLUTION no Member Section Results Nodes Member Quarter Points a No I J I-End 1/4 1/2 3/4 J-End ---- --- -- - - ---- (K, Kft , in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft , in) LC-- 1 1- 2 A 0 . 55 1 0 . 55 1 0 . 55 1 0 . 55 1 0 . 55 1 0 . 55 1 0 . 55 1 0 . 55 1 0 . 55 1 0 . 55 1 V -0 . 05 1 -0 . 05 1 -0 . 05 1 -0 . 05 1 -0 . 04 1 -0 . 05 1 -0 . 05 1 -0 . 05 1 -0 . 05 1 -0 . 04 1 M 0 . 00 1 0 . 05 1 0 . 10 1 0 . 14 1 0 . 18 1 0 . 00 1 0 . 05 1 0 . 10 1 0 . 14 1 0 . 18 1 D -0 . 319 1 -0 . 219 1 -0 . 127 1 -0 . 052 1 0 . 000 1 -0 . 319 1 -0 . 219 1 -0 . 127 1 -0 . 052 1 0 . 000 1 2 2- 3 A 0 . 63 1 0 . 63 1 0 . 63 1 0 . 63 1 0 . 63 1 0 . 63 1 0 . 63 1 0 . 63 1 0 . 63 1 0 . 63 1 V -0 . 07 1 -0 . 06 ' 1 -0 . 06 1 -0 . 05 1 -0 . 04 1 -0 . 07 1 -0 . 06 1 -0 . 06 1 -0 . 05 1 -0 . 04 1 M -0 . 09 1 -0 . 03 1 0 . 03 1 0 . 08 1 0 . 12 1 -0 . 09 1 --0 . 03 1 0 . 03 1 0 . 08 1 0 . 12 1 D 0 . 000 1 0 . 044 1 0 . 092 1 0 . 137 1 0 . 168 1 0 . 000 1. 0 . 044 ' 1 0 . 092 1 0 . 137 1 0 . 168 1 3 3- 4 A 0 . 67 1 0 . 67 ' 1 0 . 67 1 0 . 67 1 0 . 67 1 0 . 67 1 0 . 67 ' 1 0 . 67 1 0 . 67 1 0 . 67 1 V -0 . 05 1 -0 . 04 ' 1 -0 . 02 1 -0 . 01 1 0 . 01 1 -0 . 05 1 -0 . 04 1 -0 . 02 1 -0 . 01 1. 0 . 01 1 M -0 . 04 1 0 . 01 ' 1 0 . 03 1 0 . 05 1 0 . 05 1 -0 . 04 1 0 . 01 ' 1 0 . 03 1 0 . 05 1 0 . 05 1 D 0 . 000 1 0 . 025 1 0 . 049 1 0 . 067 1 0 . 077 1 0 . 000 1 0 . 025 ' 1 0 . 049 1 0 . 067 1 0 . 077 1 .s RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 9 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART--NORTHAMPTON, MA M5K321R1 ROOF WIND BRACING ANALYSIS ------ ----------- ---- ---- --- --- ------------- --- -- ---- -- --- ----------- -- ---- - Node Global X Global Y Rotation ------ -------- ----- (in) -- --- -LC--- ------- (in) - - ----LC--------- - (rad) - -- ---LC- 31 max 0 . 00675 1 0 . 42942 1 -0 . 00284 1 min 0 . 00675 1 0 . 42942 1 -0 . 00284 1 32 max 0 . 00649 1 0 . 31003 1 0 . 00007 1 min 0 . 00649 1 0 . 31003 1 0 . 00007 1 33 max 0 . 00603 1 0 . 43346 1 0 . 00292 1 min 0 . 00603 1 0 . 43346 1 0 . 00292 1 PR 34 max 0 . 00563 1 0 . 55334 1 0 . 00140 1 min 0 . 00563 1 0 . 55334 1 0 . 00140 1 35 max 0 . 00526 1 0 . 57498 1 -0 . 00054 1 min 0 . 00526 1 0 . 57498 1 -0 . 00054 1 36 max 0 . 00488 1 0 . 49845 1 -0 . 00223 1 min 0 . 00488 1 0 . 49845 1 -0 . 00223 1 37 max 0 . 00444 1 0 . 32875 1 -0 . 00439 1 min 0 . 00444 1 0 . 32875 1 -0 . 00439 1 38 max 0 . 00391 1 0 . 00000 1 0 . 00000 1 min 0 . 00391 1 0 . 00000 1 0 . 00000 1 39 max 0 . 00337 1 0 . 32760 1 0 . 00440 1 min 0 . 00337 1 0 . 32760 1 0 . 00440 1 40 max 0 . 00294 1 0 . 49765 1 0 . 00224 1 No min 0 . 00294 1 0 . 49765 1 0 . 00224 1 41 max 0 . 00255 1 0 . 57485 1 0 . 00055 1 min 0 . 00255 1 0 . 57485 1 0 . 00055 1 42 max 0 . 00219 1 0 . 55366 1 -0 . 00139 1 min 0 . 00219 1 0 . 55366 1 -0 . 00139 1 43 max 0 . 00179 1 0 . 43406 1 -0 . 00292 1 min 0 . 00179 1 0 . 43406 1 -0 . 00292 1 44 max 0 . 00133 1 0 . 31006 1 -0 . 00007 1 min 0 . 00133 1 0 . 31006 1 -0 . 00007 1 45 max 0 . 00106 1 0 . 42945 1 0 . 00284 1 min 0 . 00106 1 0 . 42945 1 0 . 00284 1 46 max 0 . 00087 1 0 . 54699 1 0 . 00133 1 min 0 . 00087 1 0 . 54699 1 0 . 00133 1 47 max 0 . 00071 1 0 . 56701 1 -0 . 00059 1 min 0 . 00071 1 0 . 56701 1 -0 . 00059 1 48 max 0 . 00054 1 0 . 48961 1 -0 . 00227 1 min 0 . 00054 1 0 . 48961 1 -0 . 00227 1 49 max 0 . 00032 1 0 . 32091 1 -0 . 00436 1 min 0 . 00032 1 0 . 32091 1 -0 . 00436 1 50 max -0 . 00000 1 0 . 00000 1 -0 . 00000 1 min -0 . 00000 1 0 . 00000 1 -0 . 00000 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 8 122 Raildroad Street "' New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321_R1 ROOF WIND BRACING ANALYSIS - -- --- ---- - -------- -- - ------ -- - ------------------ ------------------ --- ----- Node Global X Global Y Rotation - -- -- - --- --- - ---- -- (in) ---- --LC---------- (in) ------LC---------- (rad) -----LC-00 9 max 0 . 01114 1 0 . 55352 1 0 . 00114 1 min 0 . 01114 1 0 . 55352 1 0 . 00114 1 10 max 0 . 00918 1 0 . 57511 1 -0 . 00044 1 min 0 . 00918 1 0 . 57511 1 -0 . 00044 1 1.1 max 0 . 00725 1 0 . 49849 1 -0 . 00193 1 min 0 . 00725 1 0 . 49849 1 -0 . 00193 1 12 max 0 . 00547 1 0 . 32887 1 -0 . 00325 1 " min 0 . 00547 1 0 . 32887 1 -0 . 00325 1 13 max 0 . 00392 1 0 . 00067 1 0 . 00000 1 min 0 . 00392 1 0 . 00067 1 0 . 00000 1 w 14 max 0 . 00237 1 0 . 32772 1 0 . 00326 1 min 0 . 00237 1. 0 . 32772 1 0 . 00326 1 15 max 0 . 00059 1 0 . 49769 1 0 . 001.94 1 min 0 . 00059 1 0 . 49769 1 0 . 00194 1 16 max -0 . 00134 1 0 . 57498 1 0 . 00044 1 min --0 . 00134 1 0 . 57498 1 0 . 00044 1 1-7 max -0 . 00329 1 0 . 55384 1 -0 . 00113 1 80 min -0 . 00329 1 0 . 55384 1 -0 . 00113 1 18 max -0 . 00517 1 0 . 43437 1 -0 . 00220 1 min -0 . 0051.7 1 0 . 43437 1 -0 . 00220 1 19 max -0 . 00690 1 0 . 31099 1 -0 . 00008 1 min -0 . 00690 1 0 . 31099 1 -0 . 00008 1 20 max -0 . 00863 1 0 . 42975 1 0 . 00210 1 min --0 . 00863 1 0 . 42975 1 0 . 00210 1 21 max -0 . 01051 1 0 . 54717 1 0 . 00105 1 min -0 . 01051 1 0 . 54717 1 0 . 00105 1 22 max -0 . 01249 1 0 . 56715 1 -0 . 00052 1 min -0 . 01249 1. 0 . 56715 1 -0 . 00052 1 23 max -0 . 01444 1 0 . 48966 1 -0 . 00199 1 min -0 . 01.444 1 0 . 48966 1 -0 . 00199 1 24 max -0 . 01626 1 0 . 32103 1 -0 . 00328 1 min -0 . 01626 1 0 . 32103 1 -0 . 00328 1 25 max -0 . 01786 1 0 . 00029 1 0 . 00000 1 min -0 . 01786 1 0 . 00029 1 0 . 00000 1 26 max 0 . 00782 1 0 . 00000 1 0 . 00000 1 min 0 . 00782 1 0 . 00000 1 0 . 00000 1 27 max 0 . 00750 1 0 . 31977 1 0 . 00436 1 min 0 . 00750 1 0 . 31977 1 0 . 00436 1 28 max 0 . 00728 1 0 . 48932 1 0 . 00227 1 min 0 . 00728 1 0 . 48932 1 0 . 00227 1. 29 max 0 . 00711 1 0 . 56695 1 0 . 00060 1 min 0 . 00711 1 0 . 56695 1 0 . 00060 1 30 may: 0 . 00695 1 0 . 54726 1 -0 . 00133 1 min 0 . 00695 1 0 . 54726 1 -0 . 00133 1 �^ IlISA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 7 122 Ilaildznacl Street New Madison, OH 45346 5/2� /O5 � ' ' WALMART-0ORTBAMPTO0, MA M5I[321Il1 ROOF WIND BRACING J\0AI,YSZS -- ---- -- - - - ----- ----- -- - -- --- ------ ----- - -- ---- --- -- - ---- --------- - - - -- - - --- y0emb Z J Start End Start End NV Node Node Diz Magnitude Magnitude Location Location -- ------ -------- --------- (I{/ft , F) ----- (}{/ft , F) - ------ -- (ft) - - ------- (ft) --- - � lO IO - II Y 0 ' 0I8 0 . 012 0 . 000 3 . 819 - Il II - 12 2. 0 . 012 0 . 006 0 . 000 3 . 809 12 12 - 13 ,Z 0 ' 006 0 . O00 0 . 000 3 O3U . . l3 I3 - I4 ,� 0 . 00O ` U . 006 0 . 000 3 . 819 ~` 14 14 - 15 Y 0 ' 086 0 ' 0I2 0 . 000 3 . 810 15 15 - 16 Y 0 . 0I2 0 . 018 0 . 080 3 ' 829 16 16 - 17 ]{ 0 ' 0I8 0 . 024 0 . 000 3 . 819 � 17 17 - 18 Y 0 . O24 0031 0 . 000 38I� 18 18 - 19 ]{ 0 . 031 0 ' 037 0 . 000 3 . 83 - � 19 ID - 20 Y 0 . 037 0 . 031 0 . 000 3 . 81 20 20 - 21 Y 0 . 031 O . O24 0 . 000 3 8O� . . , 2I �I - 22 Y 0 . 024 0 . 018 0 . 000 3 . 830 22 22 - 23 ][ 0 . 018 0 . 812 0 . 000 3 . 819 23 23 - 24 Y 0 ' 0I2 0 . 006 0 . 000 3 . 809 � �. 24 24 - 25 2. 0 . 006 O . 0OO 0 . 000 3 . 830 -----_ -------_ ------_ -- _-- ---_--- _--------- -_- -------- ` -__--_----_- -- - -_ -_ _- - . Load Combination Self Wt BLC BLC BLC 8LC BLC W E No . Description Dir Fac Fan Faz Fac Fac Fac DY0A S l7 __ __ __ ___ _____ ___ _________ ___ ______ ________ _ _ _ ___ _______ _ ______ _____ _ __ __ ___ � l WIND LOAD Y I l Y .Z � ENVELOPE SOLUTION Nodal Displacements --_--- --- - --- - -- - - -- ^- - - --_ -- -_ - - -- -- ----- _-_ - -- - _------_-- - ----_-- -- - - -- _-__- Node Global }{ Global Y Rotation --- - - - --- ----- --- -- (in) -- -- --LC-- -- --- -- - (in) - - -- --I,C- --- - --- - - I max 0 . 02569 l 0 . 08029 I 0 . 00000 I nuizz 0 . 02569 I 0 . 00029 I O O0O0O l . . � 2 max 0 . 02410 l 0 . 31989 l 0 . 00328 l °- min 0 . 02410 I 0 ' 31989 I 0 . 00328 l 3 mar 0 . 02227 l 0 . 48937 I 0 . 001-99 I min 0 . 02227 I 0 . 48937 l 0 . 00I99 l 4 max 0 . 02033 l 0 . 56709 l 0 . 00052 l min 0 . 02033 I 0 . 56709 l 0 . 00052 I 5 max 0 . 01835 I 0 . 54744 I -0 . 00I05 I �^ min 0 . 01835 I 0 . 54744 I -0 . 00105 l 6 max 0 . 0I646 I 0 . 42972 I -0 . 002I0 I min 0 . 01646 I 0 .42972 I -0 . 002I0 I 3� 7 max 0 . 01474 I 0 . 31096 I 0 . 00008 I � min 0 . 0I474 l 0 . 3I096 l 0 . 00008 l 8 max 0 . 0I30I I 0 . 43376 I 0 . 00320 l min 0 . 01301 1 0 . 43376 1 0 . 00220 1 Wm IlZSA-2D (8) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . ' Page G 1.22 fluiltiroa/l Street New Madison, 0B 45346 5/24 /05 WAIMART-NORTHAMPTON, MA M5K32IRI ROOF WIND BRACING ANALYSIS - --- -- --- --- - -- - --- --- ------------------ - -- -- -- ---------------- --- -- - ------- I J Dobraced Lengths K Factors Bending Cuefs No Node Node Lb-in Lb-out Lc In Out Cm Clz --- --- ---- - - --- ----- (ft) - --- - (ft) ----- (ft) - -- - ---------------------------- -- w� 54 2 - 27 55 ] - 28 56 4 - 29 57 5 - 30 58 6 - 31 59 8 - 33 60 9 - 34 61 lU - 35 ' 62 II - 36 63 12 - 37 64 14 - 39 � 65 15 - 40 66 16 - 41 w� 67 17 - 42 | 68 18 - 4] 69 20 - 45 | 70 21 - 46 71 22 - 47 ! . 72 23 - 48 | [ 73 24 - 49 ' �w 74 I - 32 75 32 - 13 76 I3 - 44 � 77 44 - 25 � -- - - -- --- - ---- - --------- - --- --- - ----r--- - ------ ----- -- ------ ------ -- -------- BLC Basic Load Case Load Totals »� 0o . Description Nodal Point Dist . -- -- -- -- -- -- -- --- - - -- ---- - -- ------- --- ------- - ---- -- - ---- - --- ----- -- ----- --- I WIND LOAD 24 Member Distributed Loado, BLC I : WIND LOAD - - -- -- ---- - - - -- -- - -- -- --- - ----- - -- -- -- --- - --- ----- ---- --- - --- ----- --- -- - -- - - Memb Z J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -- - - -- - - --- -- --- - -- ----- -- - (I{/ft, F) - ---- (I{/ft, F) -- -- - - --- (ft) -- -- - -- -- (ft) - --- l l - 2 Y 0 . 000 0 ' OO6 0 . 000 3 . 8I9 *� 2 2 - 3 Y 0 . 006 0 ' 012 0 ' 000 3 . 819 ] 3 - 4 Y 0 . 012 0 . 018 0 . 000 3 . 820 4 4 - 5 I 0 . 018 0 ' 024 0 . 000 2 . 8I9 5 5 - 6 Y 0 ' 824 0 . 03I 0 . 080 3 . 820 6 6 - ? Y 0 . 031 0 . 037 0 . 000 3 . 8I9 7 7 - 8 Y 0 . 037 8 . 03I 8 . 080 3 . 819 8 8 - 9 Y 0 . 031 0 ' 024 0 . 000 3 . 809 9 9 - IO Y 8 . 024 0 . 018 0 . 008 3 . 830 �� ON RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 5 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321R1 ROOF WIND BRACING ANALYSIS ------- ---- ----------- ----------- -- - - ------ ---- --- - ---- ------- - -- -------- I i Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -- -- --- -------- --- -- (ft) ---- - (ft) ----- (ft) - ---------- - - --- --- --- ----- ---- ---- 9 9 - 10 10 10 - 11 11 11 - 12 12 12 - 13 13 13 - 14 14 14 - 15 15 15 - 16 16 16 - 17 17 1-7 - 18 18 18 - 19 19 19 - 20 20 20 - 21 21 21 - 22 22 22 - 23 23 23 - 24 24 24 - 25 25 26 - 27 26 27 - 28 27 28 - 29 28 29 - 30 29 30 - 31 30 31 - 32 31 32 - 33 ON 32 33 - 34 33 34 - 35 34 35 - 36 35 36 - 37 36 37 - 38 37 38 - 39 38 39 - 40 39 40 - 41 40 41 - 42 41 42 - 43 42 43 - 44 43 44 - 45 44 45 - 46 45 46 - 47 46 47 - 48 47 48 - 49 48 49 - 50 49 1 26 50 13 38 51 25 50 52 7 32 53 19 44 .. RISA-2D (R)' Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 4 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA OR M5K321R1 ROOF WIND BRACING ANALYSIS ws I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length - - - -- --- --- ---- ----- -- ----- --- --- ----- ----- ------- ---- (in) ---- (in) ------ (ft)m 46 47 - 48 TC2 3 . 82 47 48 - 49 TC2 3 . 81 48 49 - 50 TC2 1 3 . 83m 49 1 - 26 GUTTER 7 . 42 50 1.3 - 38 GUTTER 7 .42 51- 25 - 50 GUTTER 7 .42 52 7 - 32 RIDGE 7 .4200 53 19 - 44 RIDGE 7 .42 54 2 - 27 PURLIN 7 .42 55 3 - 28 PURLIN 7 . 4,x« 56 4 - 29 PURLIN 7 .42 57 5 - 30 PURLIN 7 .42 58 6 - 31 PURLIN 7 .42 59 8 - 33 PURLIN 7 .42 a 60 9 - 34 PURLIN 7 .42 61 10 - 35 PURLIN 7 . 42 62 11 - 36 PURLIN 7 .42"", 63 12 - 37 PURLIN 7 .42 64 14 - 39 PURLIN 7 .42 65 15 - 40 PURLIN 7 .42.E 66 16 - 41 PURLaIN 7 .42 67 17 - 42 PURLIN 7 . 42 68 18 - 43 PURLIN 7 . 42 69 20 - 45 PURLIN 7 .42 70 21 - 46 PURLIN 7 .42 71 22 - 47 PURLIN 7 . 42 72 23 - 48 PURLIN 7 .4200 73 24 - 49 PURLIN 7 .42 74 1 - 32 BRACE 1 1 24 . 09 75 32 - 13 BRACE 1 1 24 . 09m 76 13 - 44 BRACE 1 1 24 . 09 77 44 - 25 BRACE 1 1 24 . 09 No I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb - - - - -- -- - - -- -- - -- (ft) - - - -- (ft) -- -- - (ft) --- ----- ---- 1 1 - 2 2 2 - 3 3 3 - 4 „ 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 8 - 9 BZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 3 122 IlaiIdroad Street K� New Madison, OH 45346 S /�4 /05 &. ' ' WALDART-NORTHAMPTON, MA D85I{32ITlI ROOF WIND BRACING ANALYSIS - ------- - --- -- -- ------- --- -------- --- ------ - -- --- - - ---- - -- -- ------- - -- --- - - - Z J Z Releases J End Offsets No Node Node Section x y z x y o Sec Sway Z J Length RIO -------- - ----- ----------------- -- -------- -- - ---- - -- -- - (in) --- - (in) - - - - - - (ft) I I - 2 ICI I 3 ' 8] 2 2 - 3 TCI 3 ' 82 3 3 - 4 TCI 3 ' 82 4 4 - 5 TCI 3 ' 82 5 5 - 6 ]CCl 3 . 82 6 6 - 7 ICl 3 ' 82 7 7 - 8 TCI 3 ' 82 - 9 ]�CI 8 8 � 3 . 81 9 9 - lO TCI 3 . 83 IO 10 - lI TCI 3 ' 82 lI Il - 12 ICl 3 8l � ' ~� 12 12 - 13 ICI l 3 . 83 13 12 - 14 TCl l 3 ' 82 14 14 - 15 ][CI 3 . 81 � 15 15 - 16 ][CI 3 . 83 16 IG - 17 TCI 3 . 82 17 17 - 18 TCI 3 . 81 � 18 18 - 19 TCI 3 . 83 - 19 19 - 20 TCI 3 . 82 20 20 - 21 ICI 3 . 8I 83 2I 2I - 22 I�I 3 � . ' 22 22 - 23 TCI 3 . 82 23 23 - 24 TCI 3 . 81 24 24 - 25 TCI I 3 . 83 25 26 - 27 TC2 l 3 . 82 26 27 - 28 TC2 3 . 82 go 27 28 - 29 ]CC2 3 . 82 28 29 - 30 TC2 3 ' O2 m� 29 30 - 31 TC2 3 . 82 go 30 31 - 32 9CC2 3 . 82 31 32 - 33 TC2 3 . 82 :~ 32 33 - 34 TC2 3 . 81 33 34 - 35 TC2 3 . 83 go 34 35 - 36 IC2 ] ' 82 � 35 36 - 37 TC2 3 ' 8I 36 37 - 38 TC2 I 3 . 83 OR 37 28 - 39 TC2 I 3 . 82 38 39 - 40 IC2 3 . 81 � 39 40 - 41 IC3 3 . 83 40 41 - 42 TC2 ] . 82 �~ 41 42 - 43 TC2 3 . OI � ~ 42 43 - 44 IC2 3 . 83 43 44 - 45 IC2 3 . 82 OR 44 45 - 46 TC2 3 . 81 �� 45 46 - 47 IC2 3 . 83 ow IlZSA-2D (B) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 2 122 Baildcoacl Street *� New Madison, UB 45246 5 /24 /05 WAIMART-NORTHAMPTON, MA M5K33IRI ROOF WIND BRACING ANALYSIS __ _ _ __ _____ __ _ __ __________________ _ __ ________ ____ ____ _______________________m� Node Bonoclazlr Conditions No }{-Coorcl Y-Cuord l{-dof Y-dVf Rotation Temp . ------ --- - - (ft) -- ------ (ft) ----- (izz, ]I/iu) ---- (io, I(/izz) --- (r, }I-ft/z') ----- (I') -im 32 22 . 92 7 '42 0 . 00 33 26 . 74 7 .42 0 . 00 34 30 . 55 7 '42 0 . 0 Com 35 34 . 38 7 . 42 ' O ' OO 36 38 . 20 7 . 42 0 . 00 37 42 . 01 7 . 42 0 . 00 38 45 . 84 7 . 42 Il I 0 . 0r, 39 49 ' 66 7 ' 42 0 . 00 40 53 ' 47 7 .42 0 . 08 41 57 . 30 7 .42 0 . 0 co" 42 61 . I2 7 '42 0 . 80 43 64 . 93 7 .42 0 . O0 44 68 . 76 7 '42 0 . 0 45 72 . 58 7 '42 0 . 001 46 76 . 39 7 '42 0 . 00 47 80 . 22 7 .42 0 . 00 � 48 84 . 04 7 . 42 O . 0Opw� 49 87 . 85 7 . 42 0 . 00 50 9I . 68 7 . 42 Il ll B 0 . 00 �/ - -- -- _ --_--- - - -__-- ------ ---_--_- - -_-_ _-_ -_------ ---- -_--- -- - ___-__ ---- ----- Material Elastic Poisson ' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) p� -- - --- -- ---- - - - (Kai) ---- ---- -- - ------- -- - -- (F) -------- (K/ft3) ------ (Ksi) ---- 36 29000 . 00 0 . 30800 0 . 65008 8 . 490 26 . 000 45 29000 . 00 0 ' 30000 0 . 55000 8 . 490 45 . 800 46 29000 . 00 0 . 30000 0 . 65000 0 . 490 46 . 800 50 29000 . 00 0 . 30000 0 . 65800 0 . 490 50 . 000 55 29080 ' 80 0 . 30000 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30080 0 . 65000 0 ' 490 60 . 000 - - - -_- -- - - -- -- _- -- - - - - _- -_--_- - --__ _- --_- ---_------- ---- -- -- -_- -- - --_---_--_ Section Database MatI . Area Moment of As y/l/ w� Label Shape Bet Inertia Coef - - - - -- --- - -- - - -- - - - - ---------- ------- - (ixz^2) --- ------ (io^4) - -- -------------- -- ICl A15}{2X2 60 0 ' 54 0 . 326 I . 20 TC2 7]I2}{2 5O 1 . 3I 0 . 731 1 . 20 GUTTER SIMGUTTED 50 3 . 35 32 . 444 1 . 20 RIDGE J\I4]{2l{4 60 0 . 97 2 . 053 I . 20 PORLZN AII]{2}{2 60 0 . 87 0 . 497 I . 20 w� BRACE . 375RDD 36 0 . 11 0 . 001 1 . 20 �� � - IlZSA-2D (Il) Version 3 . 03 ° Ludv Greenhouse Manufacturing Corp . Page � I 122 Baildroad Street New Madison, OH 45346 5 /2� /O5 ' ' WALDQARI-NORTHAMPTON, M-A @� M5K32lRI ROOF WIND BRACING ANALYSIS Units Option D3 Standard &ISC Code C}zeo}cs 9th Edition ASD Shear Deformation: Yes �^ P-Delta Effects Yes � ~- Redesign ; No Edge Forces No A' S ' I 'F . 1 . 333 �n - -- --- --- ---- -------- --- - ---------------------- -- ---- -- ------ ------- -- - -- -- - Node Boundary Conditions No }{-Cnord Y-Conrd X-dof Y-clof Rotation Temp . --- ------ -- (ft) -------- (ft) - -- -- (izz, I{/izz) ---- (izz, I{/izz) --- (r, l{-ft /r) -- - - - (F) - U I 0 . 00 0 . 00 I O . OO 2 3 . 82 0 . 00 0 . 00 ( j 7 . 64 0 . 00 0 . 00 | � 4 . 11 . 46 8 OO 0 00 . . 5 15 . 28 0 ' 00 0 . 0O � 6 19 . 10 0 . 80 0 . 00 7 22 . 92 0 . 00 0 . 00 8 26 . 74 0 . 00 000 9 30 . 55 0 . 00 0 ' 00 lO 34 . 38 0 . 08 0 ' 00 II 38 . 20 0 . 08 0 . 00 12 42 . 01 0 . 00 0 ' 00 l] 45 . 84 0 . 08 I 0 ' 00 14 49 . 66 0 . 08 0 . 00 �^ 15 53 . 47 0 . 00 UOO 00 16 57 . 30 0 . 00 0 . 00 �~ 17 6I . I2 0 . 0O 0 00 . ' 18 64 . 93 0 . 00 0 . 00 19 68 . 76 0 . 00 8 . 00 20 72 . 58 U . 00 U OO � � � 21 76 . 39 0 . 00 0 . 00 22 80 . 22 0 . 00 0 . 00 23 84 . 04 0 . 00 0 . 00 24 87 . 85 8 . 08 0 . 00 � � 25 91 . 68 0 . 00 I 0 . 00 26 0 . 00 7 . 42 D I 0 . 00 m� 27 3 . 82 7 . 42 0 . 00 1 28 7 . 64 7 . 42 0 . 00 29 11 . 46 7 . 42 0 . 00 30 15 . 28 7 . 42 0 . 80 31 19 . 10 7 . 42 0 . 00 ROOF WIND ANALYSIS Calculations are based on the AISC Manual of Steel Construction, 9th Edition. Allowable tensile forces from wind in ASTM A36 threaded rods with 36 KSI yield strength are as follows: 3/8" rod, 3.1 kips The maximum tensile force in any roof bracing rod is 1.03 kips. Thus all rods may be 3/8" rod. I RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 19 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321G1 GABLE BRACING ANALYSIS ---- ----- ------------------------------- ------------ ----- ----------- --------- - Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---- ----- --- ------ -------------------- ----------- ----- --------------- --------- 31 6- 19 0 . 151 1 0 . 15 1 0 . 15 1 0 . 15 1 0 . 15 1 0 . 15 1 0 . 00 1 32 8- 21 0 . 141 1 0 . 14 1 0 . 14 1 0 . 14 1 0 . 14 1 0 . 14 1 0 . 00 1 33 9- 22 0 . 110 1 0 . 11 1 0 . 11 1 0 . 11 1 0 . 11 1 0 . 11 1 0 . 00 1 34 11- 24 0 . 045 1 0 . 05 1 0 . 05, 1 0 . 05 1 0 . 05 1 0 . 05 1 0 . 00 1 35 12- 25 0 . 086 1 0 . 09 1 0 . 09 1 0 . 09 1 0 . 09 1 0 . 09 1 0 . 00 1 36 1- 15 0 . 039 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 00 1 37 2- 16 0 . 021 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 38 18- 6 0 . 050 1 0 . 05 1 0 . 05 1 0 . 05 1 0 . 05 1 0 . 05 1 0 . 00 1 39 19- 7 0 . 066 1 0 . 07 1 0 . 07 1 0 . 07 1 0 . 07 1 0 . 07 1 0 . 00 1 40 7- 21 0 . 062 1 0 . 06 1 0 . 06 1 0 . 06 1 0 . 06 1 0 . 06 1 0 . 00 1 41 8- 22 0 . 048 1 0 . 05 1 0 . 05 1 0 . 05 1 0 . 05 1 0 . 05 1 0 . 00 1 42 24- 12 0 . 020 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 43 25- 13 0 . 038 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 00 1 ' 44 3- 17 0 . 023 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 4 45 17- 5 0 . 021 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 46 9- 23 0 . 023 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 02 1 0 . 00 1 PRO 47 23- 11 0 . 032 1 0 . 03 1 0 . 03 1 0 . 03 1 0 . 03 1 0 . 03 1 0 . 00 1 48 4- 17 0 . 041 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 00 1 49 10- 23 0 . 042 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 04 1 0 . 00 1 8Z8A-2D (B) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp - , Page IB 122 Raildzoac] Street w� New Madison, OH 45346 5 /24 /05 WALMART-NORTHAMPTON, MA y05]I32lGI GABLE BRACING ANALYSIS _---- ------_-------__----_------- ---_-_-__-- ----_--_--_-__-__-------------_-w� Nodes Member Quarter Points No Z J Z-Eocl 1 /4 I/2 3 /4 J-End -------- ------ (IC, ]Ift, irz) LC (I{, I{ft, izz) I,C (I{, I{ft, izz) LC (]I, ICft, izz) LC (I{, l{ft, izz) LC--$,M 49 10- 23 A 0 ' 35 I 0 . 35 I 0 ' 35 I 0 ' 35 I 0 ' 35 I 0 ' 35 l 0 . 35 I 0 ' 35 I 0 . 35 I 0 ' 35 I V 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 ' 00 l 0 . 00 I 8 ' 00 I 0 . 00 I 0 ' 00 I M 8 . 00 I 0 ' 00 I 0 . 00 l 0 ' 00 I 0 ' 00 I 0 . 00 I 0 ' 00 I 0 ' 00 I 0 ' 00 I 0 ' 00 l D 0 . 800 I -0 . 004 l -0 ' 009 I -0 ' 013 I -0 . 0I8 I 0 . 000 I -0 ' 004 I -0 ' 008 I -0 ' 013 I -0 . 018 l ENVELOPE SOLUTION AISC Code Checks ----------- -------- --------------------------------------------------------- Nodes Member Quarter Points No Z J Max Io O Io 1/4 lo I/2 Io 3/4 Ic I^ Io Shear Io-1 __ ___ ______ _______________________-____ ____`________`________ _______________ | l l- 2 0 . 364 l 0 . 08 I 0 . 24 I 0 ' 36 I 0 . 19 I 0 ' 28 l 0 . 03 2 2- 3 0 . 323 I 0 . 32 I 0 . 21 I 0 ' 17 I 0 . 20 I 0 ' 32 I 0 . 01 3 3- 4 0 . 300 I 0 . 27 I 0 .28 I 0 . 30 I 0 . 16 I 0 ' 23 I 0 . 04 I / 4 4- 5 0 . 329 I 0 . 23 I 0 ' 14 I 0 ' I3 l 0 ' 20 I 0 . 33 I 0 . 02 I ,! S S- 6 0 . 326 l 0 ' 33 l 0 . 30 I 0 ' 29 I 0 ' I3 I 0 . 26 I 0 . 04 - ` 6 6- 7 0 . 191 l 0 ' I9 l 0 . 08 I O ' Ol I 0 ' 02 I 0 . 01 I 0 . 0I I 7 7- 8 0 . 164 I 0 . 0I I 0 . 03 I 0 . 02 I 0 . 06 I 0 ' I6 I 0 . 01 I 8 8- 9 0 .261 I 0 . 22 I 0 . 10 I 0 . 22 I 0 .24 I 0 ' 26 I 0 . 03 9 9- 10 0 '271 I 0 . 27 I 0 . 15 I 0 . I0 l 0 . 13 I 8 ' 23 I 0 . 01 I-- 10 10- II 0 . 289 I 0 . 23 l 0 . 14 I 0 . 27 I 0 . 29 I 0 ' 28 I 0 . 04 I lI II- 12 0 . 316 I 0 . 30 l 0 . 19 I 0 ' 16 I 0 . 20 I 0 . 32 I 0 . 0I I 12 12- 13 0 . 372 l 0 . 27 l 0 . 17 l 8 ' 37 I 0 ' 24 I 0 . 08 I 0 ' 03 lm 13 14- 15 0 . 801 I 0 ' 00 I 0 . 00 l 0 . 00 I 0 ' 00 I 0 . 08 I 0 ' 00 I 14 15- 16 0 . 0I9 I 0 . 02 I 0 . 02 I 0 ' 02 I 0 . 02 l 0 . 02 I 0 . 00 I 15 16- 17 0 . 029 I 0 . 03 I 0 . 03 l 0 ' 03 I 0 . 03 l 0 . 03 I 0 . 00 low 16 17- 18 0 . 019 I 0 . 02 I 0 . 02 I 0 ' 82 I 0 ' 02 I 0 . 82 I 0 ' 00 l 17 18- 19 0 . 819 I 8 ' 02 I 0 . 02 I 0 ' 02 I 0 . 82 I 0 . 82 I 0 . 00 I 18 19- 20 0 . I10 l 0 ' II I 0 . 11 I 0 . 11 I 0 . 11 I 0 ' II l 0 . 00 I � 19 20- 21 0 ' I10 I 0 ' 1I l 0 . 11 I 0 . 11 I 0 . 11 I 0 ' II I 0 . 80 l-o- 20 21- 22 0 . 024 I 0 . 02 I 0 . 02 I 0 ' 02 l 0 . 02 l 0 . 02 I 0 . 00 I 21 22- 23 0 . 8I6 I 0 . 01 l 8 ' 0 2 I 0 ' 02 I 0 . 02 l 0 . 02 I 0 . 00 I 22 23- 24 0 . 028 I 0 ' 03 I 0 . 03 I 0 . 83 l 0 ' 03 I 0 . 03 I 0 . 00 lm 23 24- 25 0 . 018 I 0 . 02 l 0 . 02 I 0 . 02 I 0 . 02 I 0 . 02 I 0 . 00 l 24 25- 26 0 . 001 I 0 . 00 I 0 . 00 I 0 . 00 l 0 ' 80 I 0 . 00 I 0 . 00 I 25 I- 14 0 . 023 l 0 . 02 l 0 . 02 l 8 . 02 l 0 . 02 I 0 . 82 I 0 . 00 lm 26 7- 20 0 . 066 I 0 ' 07 I 0 ' 07 l 0 . 07 I 0 . 87 I 0 . 07 I 0 . 00 I 27 l]- 26 0 . 022 I 0 . 02 I 0 . 02 I 0 . 02 I 0 . 02 I 0 . 02 I 8 . 00 I 28 2 - 15 0 . 090 l 0 . 09 l 0 . 09 I 0 . 09 I 0 . 09 l 8 . 09 I 0 . 08 l m� 29 3- 16 0 . 049 l 8 . 05 l 0 . 05 l 0 . 05 I 0 . 05 l 0 . 05 I 0 . 00 I 30 5- lO 0 . 115 I 0 . 12 I 0 ' I2 I 0 . 13 l 0 . I2 l 0 . 12 I 0 . 00 I �� � ~ ` IlZ8A-2D (8) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page - 17 122 IlaiIclzoad Street � New Madison, 0B 45346 5/24 /05 ° WALMADT-NORTHAMPTON, MA T- M5K32IGl GABLE BRACING ANALYSIS --_---_----- -------__--_----_-----_-_---_--- _--------------------- --- _------ Nodes Member Quarter Points No Z J Z-Bzzd 1/4 I/2 3 /4 J-End -------------- (K, I{ft , io) LC (I{, I{ft, io) I^C (}{, Dft, izz) LC (I{, ]Ift, izz) LC (f{, Kft, izz) LC-- 44 3- 17 A 0 . 1I I 0 . 11 I 0 . 11 I 0 ' 1I l 0 . 1I l �..- 0 . 11 I 0 . 11 I 0 . 11 I 0 . 11 I O ' ll l V -8 ' 00 I -0 . 00 I -0 . 00 I -0 ' 00 I -0 ' 00 I -0 ' 00 l -0 . 00 11 -0 , 00 I -0 ' 00 l -0 ' 00 I �.. M 0 ' 00 I 0 . 00 I 0 ' 00 I 0 ' 00 I 0 . 00 I 0 ' 00 l 0 ' 00 I 0 ' 00 l 0 ' 00 I 0 . 00 I D 0 . 000 I 0 . 004 l 0 ' 008 l 0 ' 012 l 0 ' 016 I � 0 ' 000 l 0 . 004 l 0 . 008 l 0 . 0I2 l 0 ' 0I6 I 45 17- 5 A -U ' SS I -0 . 55 I -0 ' 55 l -0 . 55 I -0 ' 55 I -0 . 55 I -0 . 55 l -0 ' 55 I -0 . 55 I -0 ' 55 I �- J 0 . 00 l 0 . 00 I 0 . 00 I 0 ' 00 I 0 ' 00 I ^ 0 . 00 l 0 . 00 I 0 , 00 I 0 ' 00 l O ' UU I 0I 0 ' 00 I -8 . 00 I -0 . 00 I -0 ' 00 l -O . UO I 8 ' 00 I -0 . 00 l -0 ' 00 I -0 ' 00 I -0 . 00 I � Z) 0 . 000 I 0 ' 004 I 0 . 007 I 0 . 011 I 0 ' 014 l � 0 . 000 I 0 . 004 I 0 . 007 I U UII I 0 OI4 I ' . . � 46 8- 23 A -0 ' 60 I -0 . 60 I -0 , 60 I -0 ' 60 l -0 ' 60 I | . -0 ' 60 I -O . 60 I -0 ' 60 l -0 , 6O l -0 . 60 I 5m V -0 . 00 I -0 . 00 I -0 ' 00 I -0 ' 00 l -0 . 00 I ! -0 . 00 l -0 . 00 l -0 ' 00 I -0 ' 00 I -0 ' 00 I M 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 I 0 . 00 l 0 ' 00 I 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 l D 0 . 000 I 0 . 005 l 0 . 009 I 0 . 0I4 I 0 . 0I9 I 0 . 000 I 0 ' 005 I 0 . 009 l 0 . 014 I 0 . 019 l 47 23- II A 0 . 16 I 0 . 16 I 0 . 16 l 0 . 16 I 0 . 16 I 0 . 16 l 0 . 16 l 0 ' I6 I 0 ' 16 I 0 ' 16 l `J 0 ' 00 I 0 . 00 l 0 . O0 I 0 ' 00 l 0 . 00 l 0 ' 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l �a M 0 . 00 l -0 . 00 I -0 ' 00 I -0 . 00 I -0 . 00 l 0 . 00 I -0 . 00 l -0 ' 00 I -0 ' 00 l -0 ' 00 l D 0 . 000 I 0 . 00I I 0 ' UO2 l 0 . 003 l U OU4 I ' . �~ 0 . 800 l 0 . 00I l 0 . 002 l 0 . 003 I 0 . 004 l 48 4- 17 A 0 . 34 l 0 . 34 I 0 . 34 I 0 . 34 I 0 . 34 l 0 . 34 I 0 . 24 l 0 ' 34 I 0 . 34 l 0 . 34 I lJ 0 ' 00 I 0 . 00 I 0 ' 00 I 0 ' 00 l 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 I 0 . 80 l 0 . 00 I D4 0 . 00 I 8 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 08 l 0 . 80 I 0 ' 00 l 0 ' 00 I 0 . 00 I �^ D 0 . 000 I -0 . 006 l -0 . 013 I -0 . 0I9 I -0 . 025 I 8 . 000 I -0 . 006 l -0 . 013 I -0 . 0I9 I -0 . 025 I ON RISA-2D (R) Version 3 . O3 ! Ludy Greenhouse Manufacturing Corp. ' Page 16 122 Ilaildroecl Street | im New Madison, OH 45346 ! 5 /24 /05 WALMART-NORTHAMPTON, MA mo M5I{32lGl GABLE BIQACZDJQ AgJ\L][SZS - - --- -------------------------------- -------- ------- ---- ---------- ---------- Nodes Member Quarter Points No I J Z-Bzzd 1 /4 I/2 3 /4 J-Brz(l ---- ---------- (I{, ]Ift, izz) I,C (I{, I{ft, izz) 'LC (K, ]Ift, ic/) I,C (]I, ]Ift, izz) Z,C (]I, ]Ift, izz) I^C--go 29 19- 7 J\ -1 ' 73 I -1 . 73 I -1 . 73 l -I . 73 I -I ' 73 l -I ' 73 I -I . 73 l -1 ' 73 I -I . 73 I -1 ' 73 I \/ 0 . 00 I 0 . 08 l 0 . 00 I 0 . 00 I 0 . 00 I am 8 . 00 I 0 . 00 1 0 . 00 l 0 ' 00 l 0 . 00 I M 0 . 80 I -0 . 00 l -0 . 00 I -0 . 00 I -0 . 00 I 0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 l -0 ' 08 I w� D 0 ' 000 l -0 ' 806 l -0 . 0II I -0 ' 0I7 I -0 ' 022 I 0 . 000 I -0 ' 006 � l -0 . 0II I -0 . 0I7 l -0 ' 022 I 40 7- 21 A -1 . 62 I -I ' 62 I -I . 62 I -I . 62 I -I . 62 I -1 ' 62 I -I ' 62 I -I ' 62 I -1 ' 62 I -I . 63 I `J -0 ' 00 l -0 . 08 I -0 ' 08 I -0 . 00 I -0 ' 00 I -0 . 00 l -0 00 l -0 00 I -0 00 I -0 . 00 I ' . ' . � M 0 . 00 I 0 O0 I 0 00 l O 0U I U 0O l . . . ^ . 8 ' 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I | D 0 . 000 l -0 ' 001 l -0 . 081 I -0 ' 002 I -0 . 003 I 0 . 800 I -0 ' 00I | l -0 ' 00I I -0 ' 002 I -0 ' 003 I ^ 41 8- 22 A -1 . 25 l -I . 25 I -1 . 25 I -1 ' 25 I -I ' 25 I -I . 25 l -1 . 25 I -1 ' 25 I -I ' 25 I -I ' 25 I � `J -0 ' 00 l -0 . 08 � I -0 ' 00 I -0 ' 00 I -0 ' 00 l | -0 . 80 l -0 . 00 I -0 . 00 I -0 ' 00 I -0 ' 80 l m� � M 0 . 00 I 0 0O I 0 . 00 I 0 U8 l O U0 I ' . � ' . ' 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I i D 0 . 000 I 0 . 084 I 0 . 008 I 8 . 0I2 I 0 ' 0I6 I no 0 . 000 I 0 ' 884 I 0 . 088 I 0 . 012 I 8 ' 0I6 l 42 24- 12 A -0 . 52 l -0 . 52 l -0 . 52 I -0 . 52 I -8 . 52 l -0 . 52 I -0 . 52 l -0 . 52 I -0 . 52 I -0 ' 52 l \/ 0 . 00 I 0 . 00 | I 0 . 00 I 0 ' 80 I 8 . 00 I � 0 . 00 l 0 . 00 I 0 . 80 I 0 . 00 I 0 ' 00 I M 0 . 00 I -0 . 00 | l -0 . 00 I -0 . 00 I -8 ' 08 I i 0 . 00 I -0 . 80 I -0 . 00 I -0 ' 00 I -0 ' 08 I � D 0 . 000 I -0 . 003 l -0 . 005 l -0 . 008 I -0 . 01I I 0 . 800 I -0 . 003 | I -0 ' 805 I -0 . 008 I -0 . 0II I 43 25- 13 A -0 . 88 l -0 . 98 | l -0 . 88 I -0 . 98 I -0 ' 98 I -0 . 98 I -0 . 98 I -0 . 9 8 I -0 . 98 l -0 ' 98 I \/ 0 . 80 I 0 . 00 | l 0 . 00 I 0 . 00 l 0 ' 00 I 0 . 80 I 0 . 00 � . l 0 00 l 0 . 00 I 0 ' 00 I Y4 0 . 00 l -0 . 00 I -0 . 00 l -8 . 00 I -0 . 00 I | 0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 l I} 0 . 800 I -8 ' 008 ! I -0 . 0I8 l -8 . 028 l -0 . 037 I 0 . 008 I -0 . 008 l -0 ' 0I8 I -0 . 028 I -0 . 037 I �� IlISA-2D (fl) Version 3 . 03 Ludy Greenhouse Manufacturing Corp' Page 15 122 IlailcIroacI Street �s New Mac}ionrz, OH 45346 5/2� /05 u~ ' ' WALMART-NORTHAMPTON, M& W M5K3%IQI GABLE BRACING ANALYSIS ----- ---------- -- -- --------- -- -------------- --- ---------------------- - --- --- �.^ Nodes Member Quarter Points No I J Z-Ezzcl I/4 1/2 3 /4 J-End ----- --- ------ (I{, I{ft, izz) I,C (]I, I{ft, io) LC (]I, ]Ift, izz) LC (I{, Kf| , io) I,C (I{, ]Ift, in) I,C-- 34 II- 24 A 0 . 37 I 0 ' 37 I 0 ' 37 l 0 . 37 I 0 ' 37 l 0 ' 37 I 0 . 37 I 0 . 37 I 0 . 37 l 0 . 37 l \7 0 ' 00 I 0 ' 00 0 ' 00 I 0 . 00 l 0 . 00 I 0 ' 00 I 0 . 00 1 0 ' 00 I 0 . 00 l 0 ' 00 l � y0 0 ' 00 I 0 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 I 0 ' 80 I 0 . 00 l 0 ' 00 I 0 . 00 I O ' UU l D 0 ' 000 l -0 . 005 I -0 ' 010 I -0 . 815 I -0 . 02I l i� 0 . 000 I -0 ' 005 I -0 . 0I0 I -0 ' 0I5 l -0 ' 02I I 35 12- 25 A 0 ' 70 I 0 . 70 I 0 ' 70 l 0 . 70 ] 0 ' 70 l 0 . 70 l 0 . 70 I 0 ' 70 l 0 . 70 I 0 . 70 I TJ 0 ' 00 I 0 . 80 I 0 . 00 I 0 ' 80 I U ' OO I `) 0 ' 00 I 8 ' 08 l 0 ' 00 I 0 . 00 I 0 . 00 I M 0 ' 00 I 0 . 00 l 0 ' 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 ' 00 I 0 . 00 I 0 D 0 . 000 I -0 ' 006 I -O . UlI I -0 ' 0I7 I -0 ' 023 I 0 . 080 l -8 . 006 l -0 . 011 l -0 . 017 l -0 . 023 I 36 l- 15 A -I ' 03 I -I . 03 l -I ' 03 l -1 . 03 I -I . 03 I ( -I ' 03 I -I ' 03 I -I ' 03 l -1 . 03 l -I ' 03 I V -0 . 00 I -0 . 00 l -0 ' 00 l -0 . 00 l -0 . 00 I -8 ' 00 l -0 ' 00 I -0 ' 00 I -0 ' 00 I -0 ' 00 I M 0 ' 00 I 0 . 00 I 0 . 00 I 0 00 I 0 0O l , . . 8 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I D 0 . 000 I 0 . 00I I 0 . 001 l 0 . 002 l 8 . 002 I 0 . 000 I 0 ' 001 I 0 . 00I l 0 . 002 I 0 . 002 I 37 2- 16 A -0 ' 56 I -0 . 56 I -0 . 56 I -0 ' 56 I -0 ' 56 l -0 . 56 I -0 . 56 I -8 ' 56 I -0 . 56 I -0 . 56 I `J -0 ' 00 I -0 . 00 I -0 . 00 I -0 ' 00 I -0 ' 00 I -0 . 00 I -0 . 08 I -0 ' 00 I -0 . 00 I -0 . 00 I M 0 ' 00 I 0 . 00 l 0 . 00 l 0 ' 00 l 0 . 00 I 0 . 08 I 0 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 I D 0 . 000 I 0 . 004 l 0 ' 009 l 0 . 013 I 0 . 018 I �^ 0 . 000 I 0 . 004 I 0 . 009 I 0 . 013 I 0 . 018 l 38 18- 6 A -I ' 3I I -I . 31 I -I . 31 I -I . 3I I -I . 3I I -I . 31 l -I . 3I I -1 ' 3I I -I . 3I I -1 . 3I l l7 0 ' 00 I 0 . 00 I 0 . 00 l 0 ' 88 l 0 ' 00 I 0 . 00 I 0 . 08 I 0 ' 00 l 0 . 00 I 0 . 00 I M 0 ' 00 I -0 . 00 l -0 . 00 I -0 ' 00 I -0 . 00 I 8� 0 . 00 I -0 . 00 l -0 ' 80 I -0 . 80 I -0 . 00 l `~ Z) 0 . 000 I -0 . 00I I -0 . 001 I -0 - 002 l -0 . 002 I 0 . 000 1 -0 ' 001 1 -0 . 08I 1 -0 . 002 1 -0 . 002 1 IlZSA-2D (B)| Version 3 . 03 Ludy Greenhouse Manufacturing Corp. | Page 14 122 IlaiIdrosacl Street New Madison, OE[ 45346 5 /24 /05 WALMART-NORTHAMPTON, MA y85K32lGI GABLE BRACING ANALYSIS -_ ---- --__-- ----__---_-_-_---- - _- - --------------_---_--- -_ -_-----_-----_----�� D/oclea Member Quarter Points No I J I-End I /4 1/2 3 /4 J-End -- ---------- -- (K, Kft, in) LC (l{, Kft, iu) LC (I{, Kft, in) LC (K, Kft , in) LC (K, I{ft, in) LC- -*" 29 3- 16 A 8 .48 l 0 . 40 I 0 . 48 I 0 .40 I 0 '40 I 0 .40 I 0 .40 I 0 . 40 I 0 . 40 I 0 ' 40 I TJ 0 . 08 I 0 . 00 I 0 . 00 l 0 . 00 I 8 ' 08 I 10 0 . 00 l 0 . 00 1 0 . 00 I 0 . 00 I 0 . 80 I M 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 I 0 ' 00 I 0 ' 08 I 0 . 00 I 0 ' 00 I U ' OO I D 0 . 000 I -0 ' 006 l -0 ' 0II I -0 . 0I7 I -0 . 022 I go 0 . 800 I -0 , 006 ' I -0 ' 0II I -0 . 0I7 I -0 ' 022 I 38 5- 18 J\ 0 . 94 I 0 . 94 I 0 . 94 I 0 . 94 I 0 ' 94 I 0 ' 94 I 0 . 94 I 0 . 94 I 0 . 94 I 0 . 94 l `J 0 . 00 l 0 . 00 I 0 . 00 I 8 . 00 I 0 . 00 I 0 . 00 I 0 OO I 8 UO I 0 OO I 0 OO l ' ' ' ' ' u M 0 . 00 I 0 . 00 I 0 ' 00 I O ' OO I 0 ' 00 I ° 0 ' 00 I 0 . 00 l 0 ' 00 I 0 . 00 l 0 . 80 I � D 0 . 000 I -0 . 007 I -0 . 0I4 I -0 ' 020 I -0 . 027 I 0 . 000 I -0 . 007 I -0 . 0I4 l -0 ' 020 I -0 . 027 l � o� 31 6- 19 A 1 .24 I 1 . 24 I I ' 24 I 1 . 24 I 1 . 24 I , 1 .24 l 1 . 24 / I 1 ' 24 I 1 . 24 I 1 . 24 I ! \7 0 . 00 I 0 . 08 l 0 . 00 I 0 . 00 l 0 . 00 l � 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I K0 0 . 00 I 0 . 00 � I O ' UO I 0 ' 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 , 00 l O ' OO I 0 . 00 I D 0 . 000 l -0 . 007 I -8 . 013 I -0 . 020 l -0 . 027 l 0 . 008 I -0 . 007 / l -8 . 013 I -0 ' 020 l -0 . 827 I 32 8_ 21 A 1 . 16 I l I� � I I I6 l I I6 I l I6 I . . � . . . I . 16 I I . 16 I I ' I6 I 1 . I6 I 1 . I6 I `J 0 . 00 I 0 . 00 I 8 . 00 I 0 ' 00 l 0 . 80 I 0 . 00 I 0 . 08 I 0 ' 00 l 0 . 00 I 0 . 00 I @l 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I 0 . 80 I 0 . 00 I 0 . 00 I 0 . 00 I 8 ' 00 I 0 . 00 I w� D 0 . 000 I -8 ' 004 I -0 . 009 I -0 . 013 I -0 . 0I7 I 0 . 000 I -8 . 004 I -0 ' 009 l -0 . 8I3 I -0 ' 0I7 I 33 8- 22 A 0 ' 90 I 0 . 90 | I 0 . 90 I 8 ' 90 I 0 . 90 I 0 . 90 l 0 . 90 | I 0 . 90 I 0 ' 90 I 0 . 98 I \/ 0 ' 00 I 0 . 00 | I 0 . 00 I 0 ' 00 I 0 ' 00 I 0 . 00 l 0 O0 / I 0 . 00 l 0 O0 I U O0 I ' . � . . . M 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I w� 0 . 00 I 0 . 80 I 0 . 00 I 0 ' 00 l 0 ' 00 I D 0 . 000 I -0 ' 004 l -0 . 008 I -0 . 0I2 I -0 . 0I6 l 0 . 000 l -U 00� I -O 0O8 I -8 0I2 I -O 0I6 I . . . . . �� BZ3J\-21) (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 13 122 Ilaildzoad Street New Madison, OH 45346 5 /�4 /85 ' ' WALMART-NORTHAMPTON, MA yg5l{32IGI {ABLE BRACING ANALYSIS � -_---__-----_-----------_---------- -------__-------_-- _-_--- r ------ ---- ------ Nodes Member Quarter Points No Z J Z-End I/4 I/2 3/4 J-End --------- ----- (K, I{ft , izz) I,C (]I, f{ft, io) I,C (I{, ]Ift , izz) I,C (I{, I{ft , io) I,C (]I, Kft, io) LC-- 24 25- 26 A -0 . 00 l -0 . 0U I -0 . O0 I -0 . 00 I -0 . 00 I � ' -0 ' 00 l -0 ' 00 I -0 . 00 I -0 . 00 I -0 . 00 I V 0 . 00 l 0 . 00 ^I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 1 0 . 00 l 0 . 00 I 0 . 00 l � M 0 . 00 l 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 ' 00 I 8 . 00 I 0 ' 00 l 0 . 00 l D 0 ' 000 I -0 ' 008 I -0 ' 0I6 l -0 . 024 I -0 ' 033 I � 0 . 000 I -0 ' 008 I -0 . 016 l -0 . 024 l -0 . 033 I 25 I- 14 A 0 . 94 I 0 . 94 I 0 . 94 I 0 . 94 I 0 . 94 l 0 ' 94 I 0 . 94 I 0 . 94 l 0 . 94 I 0 ' 94 l `J 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l �. 0 . 00 I 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 I M 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 ' 00 I � Zp D 0 . 000 I -0 . 005 I -0 . 010 I -0 ' 0I5 I -0 . 020 I ' 0 . 000 I -0 ' 005 l -0 . 0I0 I -0 . 0I5 I -0 . 020 I ` 26 7- 20 A 2 . 68 I 2 ' 68 I 2 . 68 I 2 . 68 I 2 ' 68 I � 2 . 68 I 2 . 68 I 2 . 68 I 2 . 68 l 2 . 68 l - \/ 0 . 00 I 0 00 l 0 0O l 0 0O l _ ' . ' 0 ' 08 l | 0 ' 00 I U ' OO I 0 . 00 I 0 ' 00 I 0 . 00 l M 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 O0 I � ' ' ' O . 0O I 0 ' 00 l 0 . 00 I 0 . 00 I 0 ' 00 l D 8 . 000 l -0 . 005 l -0 ' 0II I -0 . 0I6 I -0 . 022 I 0 . 000 l -0 . 005 I -0 . 01I I -0 . 0I6 I -0 . 022 l 27 13- 26 A 0 . 90 I 0 . 80 I 0 . 90 I 0 . 90 I 0 ' 90 l 0 , 90 I 0 ' 90 I 0 . 90 I 0 ' 90 I 0 . 90 I T7 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l � 0 . 00 I 0 08 I 0 O0 l 0 OO I 0 0O I � . . . . ' M 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 08 I D 0 . 000 I -0 . 006 I -0 . 0II I -0 . 017 I - ' 0 02] I 0 ' 000 I -0 . 006 I -0 ' 0II I -00I7 I -0023 l 28 2- 15 A 0 . 74 I 0 . 74 I 0 . 74 l 8 . 74 I 0 . 74 I 0 . 74 I 0 . 74 I 0 . 74 l 0 . 74 I 0 . 74 I � �. l/ 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I M 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I - D 0 ' 000 I -0 . 005 l -0 . 0I0 l -0 . 015 I -0 . 020 I 0 . 000 I -0 . 005 I -0 . 8I0 l -0 . 815 l -0 . 020 I � am IlISA-2D (fl) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. | Page 12 122 IlaiIdroad Street w� New Madison, OH �53�6 ' / / 5, �4, U5 WAL@ART-NORTHAMPTON, MA y@5I{22lGI GABLE BRACING ANALYSIS - _ _-- _-_-_- -----_ -_- ----------------_------_---_--__ --_----- _---_-----_ _-_ --�� Nodes Member Quarter Points No Z J Z-End 1/4 1/2 3/4 J-End --- -------- --- (K, Kft, in) LC (K, I{ft, in) LC (K, Kft, in) LC (I{, Kft, in) LC (IC, I{ft, in) LC--m 19 20- 21 A 1 '43 l I ' 43 I I ' 43 I 1 . 43 I I ' 42 I 1 '43 l I ' 43 I I '43 l I ' 43 I 1 . 43 I `J 0 . 00 I 0 ' 00 I 0 ' 00 l 0 ' 00 I O ' OU I m� 0 . 00 l 0 . 00 1 8 ' 00 I 0 . 00 I 0 ' 00 I M 0 . 80 l -0 . 00 I -0 ' 00 I -0 . 00 I -0 ' 00 I 0 ' 00 I -0 ' 00 l -0 ' 00 l -0 . 00 l -0 ' 00 I D -0 . 024 I -0 . 0I8 I -8 ' 0I3 I -0 ' 806 I 0 . 000 I -0 . 024 I -8 ' 0I8 l -0 ' 0I3 l -0 ' 006 I 0 . 000 l 20 21- 22 A 0 ' 30 I 0 ' 30 I 0 . 30 I 0 ' 30 I 0 ' 30 I 0 . 30 l 0 . 30 I 0 . 30 I 0 . 30 I 0 . 30 I V -0 . 00 l -0 . 00 I -O . 00 I -0 . 00 I -0 ' 00 I -0 . 00 I -0 . 00 I -0 ' 00 I -8 . 00 I -0 ' 00 I � M -0 . 00 l -0 . 00 � I 0 ' 00 I 0 . 00 I 0 . 00 I � ' -0 . 00 I -0 ' 00 I 0 ' 00 I 0 . 00 I 0 ' 00 I D 0 ' 000 I 0 . 007 � I 0 ' 014 I 0 . 021 I 0 ' 027 l 0 . 000 I 0 . 007 l 0 ' 0I4 I 0 . 021 I 0 . 027 I � 21 22- 23 A -0 . 57 I -0 , 57 l -0 ' 57 I -0 . 57 I -0 ' 57 I -0 ' 57 I -0 ' 57 I -0 ' 57 I -0 ' 57 I -0 ' 57 I \7 -0 . 00 I -8 . 08i I -0 ' 00 I -0 ' 00 I -0 ' 00 I /| � -0 . 00 I -0 0O | I -O 00 l -0 O0 I -U O0 I . . ' . ' so M 8 . 00 l 0 . 00 l O ' O0 l 0 . 00 I 0 . 00 I � . . 0 . 08 l 0 ' 00 I 0 ' 00 I 0 . 00 I 0 ' 00 I D 8 . 000 I 0 . 004 I 0 ' 008 l 0 . 011 I 0 ' 0I2 I � 0 . 000 l 0 . 004 I 0 ' 008 I 0 . 0I1 l 0 ' 0I2 I WO 22 23- 24 A -1 . 05 I -I . 05 � I -I ' 05 I -I . 05 l -I ' 05 I -I ' 05 l -I . 05 I -I ' 05 l -I . 05 I -I . 05 I `J 0 . 00 l 8 . 00 ! I 0 ' 00 l 0 . 00 I O ' OO I 0 . 00 l 0 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 I M 0 ' 00 l 0 . 00 I 0 . 00 l 0 . 80 I 8 . 08 I 0 ' 00 l 0 . 00 l 0 . 00 l 0 O0 l O O0 I . . . I} 0 . 000 I 0 . 008 I -0 . 00I l -0 . 003 I -0 ' 006 I 0 . 000 I 0 . 000 l -0 ' 08I l -0 . 003 I -0 . 006 I 23 24- 25 A -0 . 69 I -8 ' 69 l -0 . 69 I -0 . 69 I -0 . 69 I -0 . 69 I -0 . 69 l -0 ' 69 I -0 . 69 I -0 ' 69 I \/ 0 . 00 I 0 . 00 l 0 ' 00 I 0 . 00 I 0 . 00 I 0 ' 00 I 8 . 00 | l 0 . 00 I U . 80 I 0 . 00 I � ' M 0 . 00 I 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 ' 08 I 0 . 00 � I 0 ' 00 I 0 . 00 I 0 . 08 I D 8 . 000 l -0 . 005 l -0 ' 011 I -0 . 0I7 I -8 ' 025 I 0 . 000 I -0 . 005 I -0 ' 0I1 l -0 . 017 I -0 . 025 I ' w� � IlZSA-2D (B) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp. Page II 122 IlaiIdroad Street New Madison, OH 45346 5 /2� /05 ' ' WALMART-NORTHAMPTON, MA M5I{32IGl GABLE BRACING ANALYSIS --------------- ----------------------- --- --- -- ----------- ------ ----- ------ -- DTocIe8 Member Quarter Points No Z J I-End 1/4 1 /2 3 /4 J-End ------------ -- (I{, ]Ift, io) I^C (I{, lIft, io) LC (I{, ]Ift, irz) I,C (}I, ]Ift, io) I,C (I{, ]Ift , io) LC-- 24 15- lG J\ -0 . 72 I -0 . 72 l -O ' 72 I -0 . 72 l -0 . 72 I $� ' ~ -0 . 72 I -0 . 72 I -0 , 72 l -0 . 72 I -0 ' 72 I V -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I -U ' OO l -0 . 00 l -0 . 00 11 -0 . 00 I -0 ' 00 I -0 . 00 I � � M 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 00 I 0 . 00 l I) 0 . 000 l 0 ' 008 I 0 ' 015 I 0 ' 02I I 0 ' 027 l 0 . 000 I 0 ' 008 I 0 ' 015 l 0 ' 02I l 0 ' 027 I 15 16- 17 A -I . II l -I . lI l -I ' lI -I . II l -I . II I -l . II l -I . Il I -I . 11 I `J -0 . 00 l -8 . 00 l -0 ' 00 I -0 . 00 l -0 . 00 I -0 . 00 l -0 . 00 l -0 ' 00 I -0 . 00 l -0 . 00 l M 0 . 00 l 0 . 00 l 0 ' 00 l 0 ' 00 l 0 . 01 l 0 . 00 l 0 . 00 I 0 . 00 l 0 . 00 I 0 . 01 I q � D 0 . 800 I 0 . 003 l 0 ' 006 I 0 . 007 I 0 . 087 I 0 . 000 I 0 . 003 I 0 . 006 l 0 . 007 I 0 . 007 l 16 17- 18 A -0 . 69 I -0 . 69 l -0 . 69 I -0 ' 69 I -0 . 69 l � @" -0 ' 69 I -0 . 69 I -0 . 69 I -0 ' 69 I -0 . 69 l �^ \7 0 ' 00 l 0 . 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 l 8 . 00 I 0 ' 00 I 0 . 00 I 0 . 00 l M 0 ' 0I l U . U0 I O ' 00 I 0 ' U0 I 0 . 00 l 6 ' ~~ 0 ' 01 I 0 . 00 I 0 ' 00 l 0 . 00 I 0 . 00 I D 0 . 000 I -0 . 00I I -0 . 004 I -0 . 007 I -0 . 012 I 0 . 000 I -0 . 08I l -0 . 004 I -0 . 007 l -0 . 0I2 I 17 18- 19 A 0 . 23 l 0 . 23 I 0 . 23 l 0 . 23 I 0 . 23 I 0 . 23 I 0 . 23 I 0 . 23 l 0 ' 33 I 0 . 23 I \7 0 . 00 I 0 . 00 I 0 ' 00 I 0 ' 00 I 0 . 00 l 0 . 00 l 0 . 00 I 0 . 00 I 0 ' 00 l 0 . 00 l M 0 ' 00 I 0 . 00 l 0 . 00 I -0 ' 00 I -0 . 00 l 0 ' 00 I 0 . 00 l 0 . 00 l -0 ' 00 I -0 . 00 l D 0 . 000 l -0 . 007 I -0 ' 8I4 l -0 . 022 l -0 . 029 l �~ 0 . 000 I -0 . 007 I -0 ' 014 I -0 . 022 I -0 . 029 I 18 19- 20 A 1 . 43 I 1 . 43 l 1 . 43 I 1 . 43 I 1 . 43 l 1 . 43 I 1 . 43 I 1 ' 43 l 1 . 43 I 1 . 43 l `J -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I -0 . 00 I -0 ' 00 I -0 ' 00 l -0 ' 00 I M -0 . 00 I -0 . 00 l -0 . 00 l -0 ' 00 I -0 . 00 I -0 ' 00 l -0 . 00 I -0 . 00 I -0 . 00 l -0 . 00 I � D 0 . 000 I -0 . 007 l -0 . 0I4 I -0 . 02I l -0 . 027 I 0 . 000 l -0 . 007 I -8 . 0I4 I -0 . 021 I -0 . 027 I qW- ' � °~ RZSA-21) (5L) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . P .ge 10 122 8aildroad Street w� New Madison, {}B 45346 | 5 /24 /05 WAL@ART-NORTHAMPTON, MA v� M5l{32lGl GABLE BRACING ANALYSIS ------ --- -- - -- --------------------- -- -_-- ---_-_ -------------- -- --_-_-_-----_ Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -- ------- ----- (K, I{ft, io) LC (IC, I{ft, in)iLC (I{, l{ft, irz) I^C (I{, Kft, izz) LC (]I, IIft, izz) I,C--m" 9 B- 18 A 0 . 95 l 0 . 95 I 0 . 95 I 0 . 95 I 0 . 95 l 0 ' 95 I 0 . 95 I 0 . 95 I 0 . 95 I 0 ' 95 I \7 -0 . 13 I -0 . 07 l -0 . 01 l 0 . 05 l 0 . 12 I -0 . I3 I -0 . 87 1 -0 ' 0I l 0 . 05 l 0 ' I2 l @l -0 . 26 l -0 ' 10 I -0 ' 04 I -0 . 07 I -0 ' 20 I -0 ' 26 I -0 . I0 l -0 . 04 I -0 . 07 I -0 ' 20 I w� D 8 ' 008 I -0 . 048 l -0 ' 05I I -0 . 036 I 0 . 010 I 0 . 000 I -0 . 048 l -0 ' 05I I -0 . 036 I 0 . 010 I ' IO IO- II A 0 . 95 I 0 . 95 I 0 . 95 I 0 . 95 I 8 ' 95 I 0 . 85 I 0 . 95 I 0 . 95 I 8 , 95 I 0 ' 95 I 00 `J -0 . 22 l -0 ' I5 I -0 . 08 I 0 . 32 I 0 ' 38 I -8 . 22 l -0 ' 15 l -0 . 09 I 0 . 32 I 0 ' 38 I M -0 ' 20 I 0 . 08 I 0 . 26 l 0 . 28 I -0 ' 24 I -0 . 20 I 0 . 08 l 0 ' 26 I 0 . 28 l -0 ' 24 I l D O ' UUU I 0 . 894 I 0 ' I59 I 0 . I2I I -0 . 003 I 0 . 000 I 0 . 094i I 0 . 159 I 0 . 121 I -0 ' 003 I � II II- 12 A 1 . 05 I I ' 05 l I ' 05 I 1 . 05 I I ' 85 I 1 ' 05 I 1 . 05 I I ' 05 l 1 . 05 I 1 . 05 I � \7 -0 . 11 I -0 . 05 l 0 ' 0I l 0 . 06 I 8 ' I0 I ) -O . 11 I -8 . 05 I 0 , 0I I 0 . 06 I 0 ' I0 I M -0 . 24 I -0 . 09 | I -0 ' 05 I -8 . II I -0 ' 26 I -0 . 24 I -0 . 03 � I -0 ' 05 I -O ' lI I -0 . 26 I D 0 . 000 I -0 . 086 I -0 ' 1II I -0 . 10I I -0 ' 020 l 0 ' 000 l -0 ' 086 I -0 . II1 I -0 ' I0I I -0 . 020 I 12 12- 13 A 0 . 69 I 8 . 69 I 0 ' 69 I 0 . 69 l 0 . 69 I 0 . 69 I 0 . 69 l 0 ' 69 I 8 . 69 I 0 ' 69 I \7 -0 . 23 l -0 . I8 l 0 , 08 I 0 ' II I 8 ' I3 I -0 . 23 I -0 . 19 I 0 ' 08 I 0 . I1 I 0 . 13 I M -0 . 26 I 0 . 12 I 0 ' 39 I 0 . 22 I -0 . 80 I -0 . 26 l 0 I2 I 0 3� l 8 22 I -8 O0 I . . ' . ' D 0 . 000 I 0 . 176 I 0 ' 28I I 0 . 189 I -8 . 030 I � 8 . 000 l 0 , 176 l 0 ' 281 I 0 ' I89 I -8 . 030 I 13 14- 15 A -0 . 00 l -8 . 00 | I -0 ' 00 I -0 . 00 I -0 ' 00 I � -0 . 00 l -8 . 0O � I -0 , 00 l -0 . 00 I -0 ' 00 I V -0 . 00 l -0 ' 00 l -0 . 08 I -0 . 00 l -0 ' 00 I � -0 . 00 l -0 . 08 � I -0 . 00 I -0 ' 00 l -0 . 00 I M 0 . 00 I 0 . 00 i l 0 ' 00 I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I O ' UU I 0 . 00 I 8 . 00 I D -0 . 035 I -0 ' 026 ! I -0 ' 017 I -0 . 008 I 0 ' 000 I -0 . 035 I -8 . 026 I -0 . 017 l -O 0O8 I 0 0OO I . ' ' _ ' BISA-21) (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page - 9 122 Ilailclroacl Street New Madison, UB 45346 505 '/ �24/ -' WALyARI-NORTHAMPTON, MA M5K32lGl {ABLE BRACING ANALYSIS --------- --- ----- ----------------- --------- ---- ----------------- ------------ � Nodes Member Quarter Points =` No Z `T Z-End 1/4 1/2 3 /4 J-End -------------- (]I, I(ft , io) I^C (I{, lIft, ic') I,C (I{, I{ft , izz) LC (I{, I{ft, io) LC (]I, I{ft , izz) LC'-- � � 4- 5 A 1 . 04 l 1 . 04 l 1 . 04 I 1 . 04 l I ' 04 I " I , 04 I 1 . 04 l 1 ' 04 I 1 ' 04 I 1 ' 04 I `J -0 . 11 I -0 . 04 JL 0 . 03 I 0 . 09 l 0 . 15 l -0 . II I -0 . 04 1 0 ' 03 l 0 ' 09 I 0 . 15 I y8 -0 . 19 I -0 . 08 I -0 . 07 I -0 . 15 I -0 . 33 I -0 . I9 l -0 . 08 I -0 ' 07 l -0 . 15 l -0 ' 33 l D 0 ' 008 l -0 . 060 I -0 . 084 I -0 . 078 l -0 . 006 I F 0 . 000 l -0 . 060 I -0 . 084 l -0 . 078 I -0 . 006 I � 5 5- 6 A 0 . 69 l 0 . 69 l 0 . 69 l 0 . 69 I 0 . 69 l 0 . 69 I 0 . 69 l 0 . 69 I 0 ' 69 l 0 . 69 I \/ -0 . 37 37 I -0 . 31 I 0 0� I 0 l5 I 0 l9 I � . ' ' -0 ' 37 I -0 . 3I I 0 . 09 I 0 ' I5 I 0 . 19 I M -0 ' 33 I 0 . 28 I 0 . 28 l 0 . 07 l -0 . 24 I R. -0 . 33 l 0 . 28 l 0 . 28 l 0 ' 07 I -8 ' 24 I � D 0 . 000 I 0 . 182 I 0 . 236 I 0 . 126 I -0 . 019 l ; 0 ' 000 I 0 ' I82 I 0 ' 236 I 0 ' I26 I -0 . 0I9 I G 6- 7 A -0 . 23 I -0 . 23 I -0 . 23 I -0 ' 23 I -0 ' 23 l � -0 ' 33 I -0 . 23 I -0 . 23 I -0 ' 23 I -0 . 23 I / T7 -0 . 10 I -0 . 06 I -0 . 03 I -0 . 00 I 0 . 02 l ! -0 . I0 I -0 . 06 l -0 ' 03 l -0 ' 00 I 0 . 02 l M -0 . 24 l -0 . 09 I -0 . 01 I 0 . 02 ' O2 l O UO l � -0 . 24 I -0 . 09 I -0 ' 0I I 0 ' 02 I 0 . 00 l D 0 . 000 I -0 . 053 l -0 ' 848 l -0 . 035 l -0 . 031 l 0 . 000 l -8 . 053 I -0 . 048 I -0 . 035 I -0 . 03I I 7 7- 8 A -0 . 30 I -0 . 30 I -8 . 30 I -0 . 30 l -0 . 30 l -0 . 30 l -0 . 30 l -0 . 30 l -0 . 30 I -0 . 30 I \/ -0 . 03 l -0 . 00 I 0 . 02 I 0 . 06 I 0 . 10 l -0 . 03 I -0 . 00 I 0 . 02 I 0 . 06 l 0 . 10 I M 0 . 00 l 0 . 03 I 0 . 01 I -0 . 06 l -0 . 20 I 0 ' 00 I 0 . 83 I 0 . 01 I -0 ' 06 I -0 . 20 I I} -0 . 028 I -0 . 017 l -0 . 022 U22 I -0 . 031 . 03I l O 00O l -0 . 028 I -0 . 017 I -0 . 022 I -0 . 031 l 0 . 000 I 8 O- 8 A 0 . 57 l 0 . 57 l 0 . 57 l 0 . 57 l 8 . 57 I OW 0 ' 57 I 0 . 57 I 0 ' 57 l 0 ' 57 I 0 . 57 I `J -0 . I6 I -0 . II I -0 . 06 I 0 ' 24 I 0 . 30 I -0 . I6 l -U . II l -0 . 06 l 0 . 24 l 0 . 30 I M -0 . 20 I 0 . 05 l 0 . 2I l 0 . 23 I -0 . 25 ] � -0 . 20 l 0 . 05 l 0 ' 3I I 0 ' 23 I -0 . 26 I D 0 . 000 l 0 . 108 I 0 . 193 l 0 . 159 I 0 . 030 l 0 . 000 I 0 . 108 l 0 . I93 I 0 . I59 l 0 . 030 l � � � � MR RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. '; Page 8 122 Raildroad Street .� New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321G1 GABLE BRACING ANALYSIS ENVELOPE SOLUTION Reactions --- ------ -- ---------------- ---- ----------------------------------- ---------- Node Global X Global Y Moment ------ ----- ------ --- (K) ------LC-- - -------- (K) ------LC---------- (K-ft) - ---LC- 14 max 0 . 00000 1 -0 . 93547 1 0 . 00000 1 ear min 0 . 00000 1 -0 . 93547 1 0 . 00000 1 20 max 0 . 00000 1 -2 . 68270 1 0 . 00000 1 min 0 . 00000 1 -2 . 68270 1 0 . 00000 1 26 max 0 . 00000 1 -0 . 90315 1 0 . 00000 1 w min 0 . 00000 1 -0 . 90315 1 0 . 00000 1 ENVELOPE SOLUTION Member Section Results -- ---- --------------------- ----------------- ---------- ------ ---- -- ---------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -- -- -- -------- (K, Kft , in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC-- 1 1- 2 A 0 . 72 1 0 . 72 1 0 . 72 1 0 . 72 1 0 . 72 1 0 . 72 1 0 . 72 1 0 . 72 1 0 . 72 1 0 . 72 1 V -0 . 13 1 -0 . 10 1 -0 . 07 1 0 . 20 1 0 . 24 1 -0 . 13 1 -0 . 10 ' 1 -0 . 07 1 0 . 20 1 0 . 24 1 M 0 . 00 1 0 . 21 ' 1 0 . 37 1 0 . 13 1 -0 . 26 1 0 . 00 1 0 . 21 ' 1 0 . 37 1 0 . 13 1 -0 . 26 1 D -0 . 034 1 0 . 184 '' 1 0 . 279 1 0 . 178 1 0 . 000 1 -0 . 034 1 0 . 184 ' 1 0 . 279 1 0 . 178 1 0 . 000 1 2 2- 3 A l . 11 1 l . 11 1 1 . 11 1 1 . 11 1 1 . 11 1 l . 11 1 1 . 11 1 l . 11 1 1 . 11 1 l . 11 1 V -0 . 10 1 -0 . 06 1 -0 . 01 1 0 . 05 1 0 . 12 1 -0 . 10 1 -0 . 06 1 -0 . 01 1 0 . 05 1 0 . 12 1 M -0 . 26 1 -0 . 11 ',' 1 -0 . 05 1 -0 . 10 1 -0 . 25 1 -0 . 26 1 -0 . 11 '; 1 -0 . 05 1 -0 . 10 1 -0 . 25 1 D 0 . 000 1 -0 . 082 ' 1 -0 . 093 1 -0 . 065 1 0 . 027 1 0 . 000 1 -0 . 082 , 1 -0 . 093 1 -0 . 065 1 0 . 027 1 3 3- 4 A 1 . 04 1 1 . 04 ' 1 1 . 04 1 1 . 04 1 1 . 04 1 1 . 04 1 1 . 04 '' 1 1 . 04 1 1 . 04 1 1 . 04 1 V -0 . 37 1 -0 . 31 1 0 . 09 1 0 . 16 1 0 . 23 1 -0 . 37 1 -0 . 31 ' 1 0 . 09 1 0 . 16 1 0 . 23 1 M -0 .25 1 0 . 26 1 0 . 29 1 0 . 10 1 -0 . 19 1 -0 . 25 1 0 . 26 1 0 . 29 1 0 . 10 1 -0 . 19 1 D 0 . 000 1 0 . 134 1 0 . 181 1 0 . 115 1 0 . 011 1 0 . 000 1 0 . 134 1 0 . 181 1 0 . 115 1 0 . 011 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page : 7 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321G1 GABLE BRACING ANALYSIS ----------------- ----- --------------- ------------------------ --------- -- - - - Node Global X Global Y Rotation ----------------- -- (in) -- ----LC---------- (in) -- ----LC---------- (rad) --- -I�C- 6 max -0 . 00314 1 0 . 03418 1 -0 . 00499 1 min -0 . 00314 1 0 . 03418 1 -0 . 00499 1 7 max -0 . 00189 1 0 . 00246 1 0 . 00000 1 min -0 . 00189 1 0 . 00246 1 0 . 00000 1 8 max -0 . 00022 1 0 . 03074 1 0 . 00347 1 min -0 . 00022 1 0 . 03074 1 0 . 00347 1 Mw 9 max -0 . 00337 1 0 . 05624 1 -0 . 00494 1 min -0 . 00337 1 0 . 05624 1 -0 . 00494 1 10 max -0 . 00769 1 0 . 06539 1 0 . 00417 1 min -0 . 00769 1 0 . 06539 1 0 . 00417 1 11 max -0 . 01202 1 0 . 05952 1 -0 . 00641 1 min -0 . 01202 1 0 . 05952 1 -0 . 00641 1 12 max -0 . 01779 1 0 . 03670 1 0 . 00641 1 min -0 . 01779 1 0 . 03670 1 0 . 00641 1 13 max -0 . 02157 1 0 . 00083 1 0 . 00000 1 min -0 . 02157 1 0 . 00083 1 0 . 00000 1 14 max -0 . 00289 1 0 . 00000 1 0 . 00000 1 min -0 . 00289 1 0 . 00000 1 0 . 00000 1 15 max -0 . 00289 1 0 . 03477 1 0 . 00037 1 MR min -0 . 00289 1 0 . 03477 1 0 . 00037 1 16 max -0 . 00041 1 0 . 06129 1 0 . 00021 1 min -0 . 00041 1 0 . 06129 1 0 . 00021 1 17 max 0 . 00275 1 0 . 06843 1 -0 . 00004 1 min 0 . 00275 1 0 . 06843 1 -0 . 00004 1 18 max 0 . 00473 1 0 . 05634 1 -0 . 00028 1 min 0 . 00473 1 0 . 05634 1 -0 . 00028 1 19 max 0 . 00395 1 0 . 02722 1 -0 . 00034 1 min 0 . 00395 1 0 . 02722 1 -0 . 00034 1 20 max -0 . 00100 1 0 . 00000 1 0 . 00000 1 min -0 . 00100 1 0 . 00000 1 0 . 00000 1 21 max -0 . 00594 1 0 . 02423 1 0 . 00031 1 min -0 . 00594 1 0 . 02423 1 0 . 00031 1 22 max -0 . 00699 1 0 . 05118 1 0 . 00027 1 min -0 . 00699 1 0 . 05118 1 0 . 00027 1 23 max -0 . 00536 1 0 . 06344 1 0 . 00005 1 min -0 . 00536 1 0 . 06344 1 0 . 00005 1 24 max -0 . 00237 1 0 . 05744 1 -0 . 00020 1 min -0 . 00237 1 0 . 05744 1 -0 . 00020 1 25 max -0 . 00000 1 0 . 03274 1 -0 . 00035 1 min -0 . 00000 1 0 . 03274 1 -0 . 00035 1 26 max -0 . 00000 1 0 . 00000 1 0 . 00000 1 min -0 . 00000 1 0 . 00000 1 0 . 00000 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 6 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321G1 GABLE BRACING ANALYSIS Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location - -- ------ -- -------------- (K/ft, F) ----- (K/ft, F) --- ------ (ft) --------- (ft) ---- "" 7 7 - 8 Y 0 . 011 0 . 011 0 . 000 7 . 250 8 8 - 9 Y 0 . 011 0 . 011 0 . 000 7 . 250 9 9 - 10 Y 0 . 011 0 . 011 0 . 000 6 . 000 .w 10 10 - 11 Y 0 . 011 0 . 011 0 . 000 6 . 000 11 11 - 12 Y 0 . 011 0 . 011 0 . 000 7 . 250 12 12 - 13 Y 0 . 011 0 . 011 0 . 000 7 . 250 so Member Point Loads, BLC 3 : GABLE POST REACTIONS --- --- ---- - - --------------------------------------------- ------------------- Memb I J *�* No Node Node Direction Magnitude Location ------ -- -- - - --------------------------- (K, K-ft, F) ----------------- (ft) ------ 1 1 - 2 Y 0 . 072 0 . 000 1 1 - 2 Y 0 . 237 4 . 000 t 3 3 - 4 Y 0 . 342 1 . 830 5 5 - 6 Y 0 . 342 2 . 160 6 6 - 7 Y 0 . 240 7 . 250 8 8 - 9 Y 0 . 240 5 . 250 10 10 - 11 Y 0 . 342 4 . 330 12 12 - 13 Y 0 . 235 3 . 410 12 12 - 13 Y 0 . 069 7 . 250 ---- -- ----- - -- --------------------- ---------------------- ------ ------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---- -- ---- ------------------ ------- ------ ----- ------- ---------------------- 1 WIND LOAD Y 1 1 "'2 1 3 1 Y Y ENVELOPE SOLUTION Nodal Displacements --- --- -- -- -- -- ------------------ --- ----------------------------------------- Node Global X Global Y Rotation ---- -- ---- -- -- -- -- - (in) ----- -LC---------- (in) ------LC---------- (rad) - ----LC- 1 max 0 . 02019 1 0 . 00086 1 0 . 00000 1 min 0 . 02019 1 0 . 00086 1 0 . 00000 1 2 max 0 . 01623 1 0 . 03892 1 -0 . 00656 1 min 0 . 01623 1 0 . 03892 1 -0 . 00656 1 3 max 0 . 01012 1 0 . 06353 1 0 . 00673 1 min 0 . 01012 1 0 . 06353 1 0 . 00673 1 . 4 max 0 . 00540 1 0 . 07034 1 -0 . 00493 1 min 0 . 00540 1 0 . 07034 1 -0 . 00493 1 5 max 0 . 00067 1 0 . 06164 1 0 . 00690 1 .A min 0 . 00067 1 0 . 06164 1 0 . 00690 1 PW � , IlZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 5 122 Raildroad Street � New Madison, OH 45345 5/24 /05 WALMART-NORTHAMPTON, M& D45K32lGI GABLE BRACING ANALYSIS Member Distributed Loado, BLC 1 : WIND LOAD -------- ---- -----------____- --_---------_--_--------- __-__ -__----------_--_- Menib Z J Start IIzzU Start End No Node Node Dir Magnitude Magnitude Location Location � ------------------------- (]I/�t �) -- --- (l{/�� �) --------- (�t) ------ (�t) � ' ' ' ' --- ---- l I - 2 Y 0 . 000 0 ' 006 0 . 000 3 . 42U I I - 2 Y 0 . 006 ` 0 . 012 3 '420 G . 830 I I - 2 Y 0 . 012 ^ 0 . 013 6 ' 8l0 7 . 2-r.0 �. 2 2 - 3 Y 0 ' 0I3 0 ' 0I8 0 . 000 3 . 0C;0 2 2 - 3 Y 0 . 018 O ' 024 3 . 000 6 . 428 2 2 - 3 Y 0 . 024 0 . O26 6 .420 7 . 250 � 3 3 - 4 Y 0 . 026 O . 03l 0 . 000 2 ' 580 3 3 - 4 Y 0 . U]I 0 . 037 2 . 580 6 . 800 4 4 - 5 Y 0 . 037 0 ' O3I 0 . 000 3 . 420 4 4 - 5 Y O ' 03I U ' 026 3 420 6 . 000 ' . 5 5 - 6 Y 0 . 026 0 . 034 0 . 000 0 . 83O S 5 - 6 Y 0 . 024 0 . Ol8 0 . 830 4 . 250 5 5 - 6 ,Z 0 . 018 0 . 0l3 4 . 250 7 . 25O � 6 6 - 7 Y 0 . 013 0 ' Ol2 0 . 000 0 . 420 6 6 - 7 Y 0 . 012 0 . 006 0 .420 3 . O30 6 6 - 7 l[ 0 ' 006 0 . 000 3 . 830 7 . 250 \ � 7 7 - 8 Y 0 . 000 0 . O06 0 . 000 3 ' 420 � - 7 7 - 8 Y 0 . 006 0 ' 0I2 3 .420 6 . 83,0 7 7 - 8 Y 0 . 012 O ' 0I3 6 . 830 7 . 250 8 O - 9 Y 0 . 013 0 . 018 0 . 000 3 . 000 � 8 O - 9 Y 0 . 018 0 . 024 3 . 000 6 420 8 8 - 9 Y 0 ' 024 0 . 026 6 . 420 7 . 250 9 9 - IU Y 0 . 026 0 . O3l 0 . 000 2 . 580 � 9 9 - lO !( 0 . 031 O ' 037 2 . 580 6 . 000 lO 10 - lI Y 0 ' 037 0 . 03I 0 . 000 3 . 420 IO 10 - lI ][ 0 ' 03I 0 ' 026 3 . 420 6 . U80 � II II - 12 Y 0 . 026 O 02� 0 0OO D 83O � ' . . . II II - 12 Y 0 . 024 8 ' 0l8 0 . 830 4 . 25U II II - 12 Y 0 . 018 O . Ul3 4 . 250 7 . 250 12 12 - 13 Y 0 . 013 0 . 0I2 0 . 000 0 . 420 2 12 12 - 13 Y 0 . 012 O . O06 0 . 420 3 . 83O 12 12 - 13 Y 0 . 006 O . O00 3 . 830 7 . 25O � Member Distributed Loado, BLC 2 : DISTRIBUTED LOAD 00 BOTTOM CHORD - -- -- ------ -------------------- ---- -- ---- -- ---------- -- --- --- ---- --- -- - - ---- D8emb Z J Start End Start End No Node Node Dir Magnitude Magnitude Location Location � - --- - -- ---- ---- ------ -- -- (I{/ft, F) -- --- (I{/ft , F) --------- (ft) --- - -- --- (ft) - - -- I I - 2 ]{ 0 . 011 0 . OlI 0 . 000 7 . 250 2 2 - 3 Y 0 . 0II 0 . 011 0 . 000 7 . 250 � 3 3 - 4 Y 0 . 011 0 . OII 0 . 000 6 . 0OO 4 4 - 5 Y 0 . 011 0 . 0lI 0 . 000 6 . 800 5 5 - 6 Y 0 . 011 0 . OIl 0 . 000 7 . 258 �, 6 6 - 7 Y 0 . 011 0 . 011 0 . 000 7 . 250 RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 4 122 Raildroad Street mm New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321G1 GABLE BRACING ANALYSIS -- - -- - --- -- ------------ --- -------------------------- -------------------------m I i Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb ------ --- ----------- (ft) -- -- - (ft) ---,-- (ft) ---------------------------------- 17 18 - 19 18 19 - 20 19 20 - 21 20 21 - 22 21 22 - 23 22 23 - 24 23 24 - 25 24 25 - 26 25 1 - 14 26 7 - 20 27 13 - 26 28 2 - 15 29 3 - 16 30 5 - 18 00 1 31 6 - 19 32 8 - 21 33 9 - 22 34 11 - 24 35 12 - 25 36 1 - 15 37 2 - 16 38 18 - 6 39 19 - 7 40 7 - 21 41 8 - 22 42 24 - 12 43 25 - 13 44 3 - 17 45 17 - 5 46 9 - 23 47 23 - 11 48 4 - 17 49 10 - 23 --- --- - -- --- --- ------- ---- ---- ----------------- - ---------------------- ------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist . -- - --- - -- -- ----------- -- -- -- - -- ----------------- ---------- ---------- -- ------ 1 WIND LOAD 32 2 DISTRIBUTED LOAD ON BOTTOM CHORD 12 3 GABLE POST REACTIONS 9 OR � � RIBA-2D ( l) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp . Page 3 No 122 flaildroacI Street ~ New Madison, DB 45346 S05 '/24 /' WALMART-NORTHAMPTON, MA y05II32IGI GABLE BRACING ANALYSIS -__--- _-- -_-_--_----------- --- - --_---_----_ ----__----__----_- ------- -- --_ --- � I J Z Releases J End Offsets No Node Node Section z y z x l/ o Sec Sway Z J Length --- ---------- ---- --- ------- - --- --- ------------- ------- (in) ---- (in) ------ (ft) � 26 7 - 20 QlJTTBIl I I 7 . 42 27 13 - 26 (3TJT]CBIl l l 7 ' 42 28 2 - 15 BRACE l l 7 ' 42 .- 29 3 - IG BRACE l ` I 7 ' 42 ` � 30 S - 18 BRACE I l 7 . 42 31 6 - 19 BRACE l I 7 . 42 32 8 - 21 BRACE I I 7 . 42 i 33 9 - 22 BRACE l l 7 . 42 34 II - 24 BRACE I I 7 . 42 35 12 - 25 BRACE l I 7 . 42 36 I - 15 BRACE l I IO . 37 37 2 - 16 BRACE l I 10 . 37 38 18 - 6 BRACE l l I0 . 37 39 19 - 7 BRACE I I IO ' 37 � �~ 40 7 - 21 BRACE I I 10 . 37 41 8 22 BRACE I I I0 ' 37 ` 42 24 - 12 BRACE l I 10 . 37 i 43 25 - 13 BRACE l I 10 . 37 ' 44 3 - 17 BRACE l I 9 ' 54 � 45 17 - 5 BRACE I l 9 . 54 46 9 - 23 BRACE I I 9 ' 54 47 23 - II BRACE I I 9 ' 54 48 4 - 17 BRACE I I 7 . 42 49 10 - 23 BRACE l I 7 . 42 --------------- ---------------- --------- --- - --- ---------- -------------- -- --- Z J Unbzacecl Lengths I{ Factors Bending Coefo � No Node Node Lb-in Lb-out Lo In Out Cm Cb � --- ---------- ---- --- (ft) ----- (ft) ----- (ft) -- --- ------- -------- -------- - -- -- - l I - 2 2 2 - 3 3 3 - 4 4 4 - S 5 5 - 6 6 6 - 7 7 7 - 8 8 8 - 9 9 9 - IO � lO IO - lI lI lI - 12 ?� 12 12 - 13 � 13 14 - 15 14 IS - 16 15 16 - 17 � � IG 17 - 18 am IlISA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. | Page � 2 Il 122 aiIc�zoad Street ' | New Madison, OH 45346 / S/�4 /O5 � � WALMART-NORTHAMPTON, MA M5K321G1 GABLE BRACING ANALYSIS --- --- -----_-------------_- --- ---_ ___-------_-_---__-_-----_--_------ - --- -_-�� Material Elastic Poisson' s Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fv) -- --- - --- - - - --- (I{oi) ----------------------- (F) -------- (]I/ft]) ------ (f{si) ----�� 36 29000 . 00 0 . 38000 0 ' 65008 0 ' 490 36 . 000 45 29800 . 00 0 ' 30000 0 ' 65000 0 ' 490 45 . 800 46 29000 ' 00 0 ' 30000 0 ' 65000 0 '490 46 . 000 me 50 29000 ' 00 8 . 30000 ` 0 ' 65000 0 '490 50 . 000 55 29800 ' 08 0 . 30080 0 ' 65000 0 ' 490 55 . 000 60 29000 ' 80 8 . 30000 0 ' 65080 0 ' 490 60 . 000 _---_ - -__ - ---__-- ----------------_-_------_--------------__--__--_---- -_--__ Section Database MatI . Area Moment of As l//y Label Shape Set Inertia Cnef »� ----------- --------- ------------------ (ixz^2) --------- (izz~4) ----------------- BCl 2\I5}{2}C2 60 0 . 54 0 326 I 2U | ' ' ' � BC2 AII}{2}{2 60 | 0 ' 87 0 '497 I . 20 GUTTER SZMGUTTIIIl 45 | 3 ' 35 32 . 444 I ' 20 � BRACE A15}{2}{2 60 0 . 54 0 . 326 1 . 20 ! �------ ----- -- ------- --------------- ------------ -_-------_----_------_-- -_-_-n Z Z Releases J End Offsets � No Node Node Section x l/ z / »c }/ z Sec Sway Z J Length ' --- --- ----- - - -- ---- ----------------------------------- (izz) ---- (in) --- --- (ft) w l l - 2 BCI I 7 . 25 � 2 2 - 3 BCl 7 . 25 3 2 - 4 BCI 6 . 00 0W 4 4 - S BCI 6 . 00 5 5 - 6 BCI 7 ' 25 6 6 - 7 BCI I 7 . 25 7 7 - 8 BCI l 7 . 25" 8 8 - 9 BCI 7 . 25 9 9 - 10 BCI 6 . 08 IU 10 - Il BCI 6 . 00m II II - 12 BCI 7 . 25 12 12 - 13 BCI I 7 . 25 13 14 - 15 BC2 I 7 . 25 14 15 - 16 BC2 7 . 25 ` 15 16 - 17 BC2 | 6 . 00 | 16 17 - 18 BC2 6 OO | ' 17 18 - 19 BC2 7 ' 25" 18 19 - 20 BC2 I 7 . 25 19 20 - 21 BC2 I 7 . 25 20 31 - 22 BC2 7 . 25as 21 22 - 23 BC2 6 . 00 ' 22 23 - 24 BC2 6 . 00 23 24 - 25 BC2 7 . 25 24 25 - 26 BC2 l 7 . 25�� 25 I - 14 GUTTER I l 7 . 42 �� RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K321G1 GABLE BRACING ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No Edge Forces No A. S . I . F . 1 . 333 ---------- ------ Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. " ----------- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) - 1 0 . 00 0 . 00 1 0 . 00 2 7 . 25 0 . 00 0 . 00 3 14 . 50 0 . 00 0 . 00 4 20 . 50 0 . 00 0 . 00 5 26 . 50 0 . 00 0 . 00 6 33 . 75 0 . 00 0 . 00 7 41 . 00 0 . 00 1 0 . 00 8 48 . 25 0 . 00 0 . 00 9 55 . 50 0 . 00 0 . 00 "?? 10 61 . 50 0 . 00 0 . 00 11 67 . 50 0 . 00 0 . 00 12 74 . 75 0 . 00 0 . 00 13 82 . 00 0 . 00 1 0 . 00 14 0 . 00 7 .42 R 1 0 . 00 15 7 . 25 7 . 42 0 . 00 16 14 . 50 7 . 42 0 . 00 17 20 . 50 7 . 42 0 . 00 18 26 . 50 7 . 42 0 . 00 19 33 . 75 7 . 42 0 . 00 20 41 . 00 7 . 42 R 1 0 . 00 21 48 . 25 7 . 42 0 . 00 22 55 . 50 7 .42 0 . 00 23 61 . 50 7 . 42 0 . 00 24 67 . 50 7 . 42 0 . 00 25 74 . 75 7 . 42 0 . 00 26 82 . 00 7 . 42 R R 1 0 . 00 li III li III Ili GABLE BRACING ANALYSIS Calculations are based on the AISC Manual of Steel Construction, 9t" Edition. Allowable stresses are not exceeded for required wind loading utilizing the following member sizing: Members Sizes Gable Bracing Members Gable Frame Bottom Chord 2" Sq. 15Ga. Tube Interior Frame Bottom Chord 2" Sq. 11 Ga. Tube Perpendicular Braces 2" Sq. 15Ga. Tube Angled Braces 2" Sq. 15Ga. Tube MEMORANDUM ZEE PURLINS Zee purlin capacities should be allowed for as follows. PURLIN SIZE: SPAN RAFTER SPACING MAXIMUM UNIFORM MAXIMUM (FT.) (FT.) LOAD COMPRESSION (PLF) (KIPS) 7" Z 12' 12' 42 4 7" Z 12' 6' 85 4 7" Z 12' 4' 130 4 7" Z 10' 10' 75 4 7" Z 10' 5 150 4 7" Z 10' 4' 190 4 _ 9" Z 12' 12' 80 6.5 9" Z 12' 6' 160 6.5 9" Z 12' 4' 210 6.5 9" Z 10' 10' 140 6.5 9"Z 10' 5' 290 6.5 9" Z 10' 4' 300 6.5 In order to use the higher load allowances listed for rafter spacing less than purlin length, the rafter to purlin connection must be a positive non-slip connection. The rafters must be connected to the ridge at the top with positive non-slip connections. In x-braced bays where purlins carry both uniform load and compression, check for combined stresses using the following formula: Calculated Uniform Load + Calculated Compression < 1.0 Maximum Load Maximum Compression = If this calculation exceeds 1.0, then the purlin is too light. I ROOF PURLIN ANALYSIS Calculations are based on the AISC Manual of Steel Construction, 9th Edition. Allowable stresses are not exceeded for any required loading combination utilizing the following member sizing. Members Sizes All Purlin Sizes: All Non-Braced Rows 9" Z-Roof Purlins All X-Braced Rows 9" Z-Roof Purlins 10 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 17 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS ENVELOPE SOLUTION Reactions ------ ------- ------ ----------------------------- ---- Node Global X Global Y Moment ------------- ------- (K) ------LC----------- (K) ------LC---------- (K-ft) ----LC- 53 max 0 . 42722 8 4 . 54412 2 0 . 00000 1 min -0 . 33501 11 -0 . 06343 13 0 . 00000 1 54 max 0 . 24427 12 13 . 64886 2 0 . 00000 1 min -0 . 24426 11 -0 .22939 13 0 . 00000 1 55 max 0 . 33504 12 4 . 54202 2 0 . 00000 1 min -0 . 44635 10 -0 . 06362 13 0 . 00000 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 16 122 Raildroad Street .. New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- -- --- --- --- --- ---- ------------------ ------------------------------------ --- - Node Global X Global Y Rotation -- ---- --- --------- - (in) ------LC---------- (in) ------LC- --------- (rad) -----LC-OR 35 max 3 . 23356 10 0 . 03821 12 0 . 00006 13 min -3 . 17423 8 -0 . 41984 5 -0 . 00258 5 36 max 3 . 25902 10 0 . 02827 12 0 . 00012 7 . min -3 . 15656 8 -0 . 50891 5 -0 . 00044 6 37 max 3 . 30894 10 0 . 02299 12 0 . 00016 11 min -3 . 10526 8 -0 . 54825 5 -0 . 00025 6 38 max 3 . 20453 10 0 . 01447 13 0 . 00089 3 . min -3 . 18563 8 -0 . 49428 5 -0 . 00017 12 39 max 3 . 29444 10 0 . 01164 13 0 . 00112 5 min -3 . 12687 8 -0 . 41591 5 -0 . 00015 12 ■* 40 max 3 . 31378 10 0 . 00707 13 0 . 00332 5 min -3 . 10938 8 -0 . 26787 6 -0 . 00007 13 41 max 3 . 31443 10 0 . 01052 11 0 . 00297 6 , min -3 . 10405 8 -0 . 07480 6 -0 . 00007 11 42 max 3 . 32142 10 0 . 01054 12 0 . 00007 12 min -3 . 09870 8 -0 . 07464 5 -0 . 00297 5 43 max 3 . 32810 10 0 . 00707 13 0 . 00007 13 min -3 . 09917 8 -0 . 26717 5 -0 . 00330 6 44 max 3 . 34773 10 0 . 01164 13 0 . 00014 11 min -3 . 08202 8 -0 . 41450 6 -0 . 00111 6 45 max 3 . 40823 10 0 . 01445 13 0 . 00020 11 min -2 . 99741 8 -0 . 49196 6 -0 . 00067 4 46 max 3 . 32327 10 0 . 02297 11 0 . 00029 10 min -3 . 09451 8 -0 . 54708 6 -0 . 00016 12 47 max 3 . 37855 10 0 . 02824 11 0 . 00044 5 min -3 . 04841 8 -0 . 50797 6 -0 . 00012 8 48 max 3 . 39655 10 0 . 03818 11 0 . 00258 6 min -3 . 02382 8 -0 . 41929 6 -0 . 00006 13 49 max 3 . 40507 10 0 . 03330 11 0 . 00638 6 min -3 . 00049 8 -0 . 22279 6 -0 . 00071 11 .,■ 50 max 3 . 03102 10 0 . 00028 13 0 . 00370 12 min -3 . 23944 8 -0 . 01385 2 -0 . 00931 10 51 max 3 . 29738 10 0 . 00079 13 0 . 00448 8 min -3 . 08159 8 -0 . 04178 2 -0 . 00477 10 52 max 3 .46082 10 0 . 00028 13 0 . 00906 6 min -2 . 83003 8 -0 . 01385 2 -0 . 00370 11 53 max 0 . 00000 11 0 . 00000 13 0 . 03640 8 min -0 . 00000 8 -0 . 00000 2 -0 . 03069 10 54 max 0 . 00000 11 0 . 00000 13 0 . 03270 8 min -0 . 00000 12 -0 . 00000 2 -0 . 03500 10 55 max 0 . 00000 10 0 . 00000 13 0 . 02866 8 min -0 . 00000 12 -0 . 00000 2 -0 . 03876 10 8Z8A-2D (8) `Jezeinn 3 ' 03 Ludy Greenhouse Manufacturing Corp . Page 15 122 RaiIcIroad Street New Madison, OH 45346 5 /24 /05 ~"^ YALMART-NORTHAMPTON, MA D45I{319F4 FR0lJ][ GABLE FRAME ANALYSIS ------------------ --- ---- --- ------ ---- --------- ------------------- -- -------- Node Global X Global Y Rotation ------------------- (irz) -- --- -I,C--- - ------ (in) ------LC---------- (zad) - --- -LC- � I3 nzaz 3 ' 20978 10 0 . 0I020 13 0 . 00I90 5 `~ min -3 . I8079 8 -0 . 36673 5 -0 ' 00009 12 14 max 3 ' 23254 10 ` 0 ' 00768 13 0 . 00300 5 min -3 . 16990 8 ` -0 . 28456 6 -0 ' 00008 13 15 max 3 ' 272I6 10 0 ' 00545 Il 0 . 00376 5 min -3 ' 14277 8 -0 ' 15045 6 -0 ' 000I1 13 16 max 3 . 31687 10 0 . 00072 13 0 . 00133 G � min -3 ' 10043 8 -0 ' 0395I 2 -0 . 00060 Il 17 max 3 . 31692 10 0 . 00072 13 0 . 00000 I min -3 . I0040 8 -0 ' 03954 2 0 . 00000 l IQ max 3 . 31695 lU O . .U0072 l� 0 U0U6O 13 �~ min -3 ' 10036 8 -0 . 03951 2 -0 . 00I40 I0 19 max 3 . 36516 10 0 . 00547 12 0 . 00011 13 nzirz -3 . 06185 8 -0 . 15012 5 -0 . 00376 G � �. 20 max 3 . 39462 10 0 . 00768 I3 0 . 00009 l3 ' min -3 ' 02556 8 -0 . 28379 5 -0 ' 00296 6 ` 21 max 3 '40346 10 0 . 0I0I9 I] 0 . 00009 II \ min -3 . 00182 8 -0 ' 36568 G -0 . 00209 6 22 max 3 ' 4I340 10 0 . 0I400 13 0 . 000I2 lI ocio -2 ' 98I78 8 -0 . 46594 6 -0 ' 00I28 6 23 max 3 . 40205 IO 0 ' 0I460 13 0 . 00042 S min -2 ' 98223 8 -0 . 49506 6 -0 . 00025 8 24 max 3 . 36217 I0 0 . 01146 l3 0 . 00384 5 min -3 ' 00767 8 -0 ' 44362 6 -0 . 00009 13 25 mar 3 . 36194 IO 0 ' 0II45 13 0 ' 00000 I ncizz -3 ' 00785 8 -0 ' 44322 6 0 . 00000 I 26 max 3 ' 36I76 10 0 . 0II47 13 8 . 00034 II nuizz -3 - 00812 8 -0 . 44381 6 -0 . 00426 6 - 27 max 3 . 32728 10 0 . 02219 lI 0 ' 00024 II min -3 ' 06772 8 -0 . 54558 6 -0 . 00I28 4 28 max 3 . 31767 10 0 . 02884 II 0 . 00066 5 mimin -3 - 09103 8 -0 . 55143 6 -0 . 00006 12 29 max 3 . 32685 I0 0 . 03224 ll 0 . 00133 5 m� min -3 . 08971 8 -0 . 48456 6 -0 . 00002 13 � 30 max 3 . 33455 I8 0 . 03862 Il 0 . 00237 2 min -3 ' 09784 8 -0 . 43482 6 -0 . 00007 1-3 31 max 3 . 36035 10 0 . 03655 ll 0 . 00403 G �[ nzio -3 . 07369 8 -0 . 30364 6 -0 . 00017 Il -~ 32 max 3 . 40970 IO 0 . 00054 II 0 . 00934 6 nziz/ -2 . 99045 8 -0 . 01780 6 -0 . 00153 ll 33 max 3 . 40971 IO 0 . 00034 I] U 00OU0 I � . . ~^ nuizz -2 . 99046 8 -0 - 01647 6 0 . 00000 I 34 max 3 . 20932 10 0 . 03332 I2 0 . 00071 1.2 min -3 . I8295 8 -0 . 22300 5 -0 . 00639 5 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . !! Page 14 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS ..� Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V - -- -- - ----- ------- ---- --- ----- ------ ------------------------------ --- -------'"" 1 DL+CL+USL Y -1 1 3 . 71 2 1 6 3 . 71 Y 2 DL+CL+SSL Y -1 1 3 . 71 2 1 7 3 . 71 Y 3 DL+CL+USL+ . 5WLPE1 Y -1 1 3 . 71 2 1 6 3 . 71 3 1 . 86 Y Y 4 DL+CL+USL+ . 5WLPE2 Y -1 1 3 . 71 2, 1 6 3 . 71 4 1 . 86 Y Y 5 DL+CL+SSL+ . 5WLPE1 Y -1 1 3 . 71 2 1 7 3 . 71 3 1 . 86 Y Y 6 DL+CL+SSL+ . 5WLPE2 Y -1 1 3 . 71 2 1 7 3 . 71 4 1 . 86 Y Y 7 DL+CL+ . 5USL+WLPE1 Y -1 1 3 . 71 2 1 6 1 . 86 3 3 . 71 Y Y 8 DL+CL+ . 5USL+WLPE2 Y -1 1 3 . 71 2 1 6 1 . 86 4 3 . 71 Y Y 9 DL+CL+ . 5SSL+WLPE1 Y -1 1 3 . 71 2 1 7 1 . 86 5 3 . 71 Y Y 10 DL+CL+ . 5SSL+WLPE2 Y -1 1 3 . 71 2 1 7 1 . 86 3 3 . 71 Y Y 11 . 67DL+WLPE1 Y -1 1 2 . 49 3 3 . 71 Y Y 12 . 67DL+WLPE2 Y -1 1 2 . 49 4 3 . 71 Y Y 13 . 67DL+WLPA Y -1 1 2 .49 5 3 . 71 Y Y „ ENVELOPE SOLUTION Nodal Displacements - --- ------- ------- ---------- -- ---------------------------- ------ -- -- --------' e Node Global X Global Y Rotation - ---- - - - - - - --- ----- (in) ------LC---------- (in) ------LC---------- (rad) - ----LC-0 1 max 3 . 19893 10 0 . 00034 13 0 . 00000 1 min -3 . 18764 8 -0 . 01648 5 0 . 00000 1 2 max 3 . 19892 10 0 . 00054 12 0 . 00153 12 am min -3 . 18763 8 -0 . 01781 5 -0 . 00935 5 3 max 3 . 28591 10 0 . 03658 12 0 . 00018 12 min -3 . 13941 8 -0 . 30396 5 -0 . 00404 5 4 max 3 . 31159 10 0 . 03865 12 0 . 00007 13 s min -3 . 11508 8 -0 . 43540 5 -0 . 00237 2 5 max 3 . 30413 10 0 . 03227 12 0 . 00002 13 min -3 . 10884 8 -0 . 48535 5 -0 . 00133 6 6 max 3 . 30634 10 0 . 02887 12 0 . 00006 11 min -3 . 10089 8 -0 . 55247 5 -0 . 00066 6 7 max 3 . 28333 10 0 . 02222 12 0 . 00128 3 min -3 . 11138 8 -0 . 54680 5 -0 . 00024 12 8 max 3 .22303 10 0 . 01148 13 0 . 00427 5 min -3 . 14668 8 -0 . 44484 5 -0 . 00034 12 9 max 3 . 22275 10 0 . 01146 13 0 . 00000 1 min -3 . 14686 8 -0 . 44425 5 0 . 00000 1 10 max 3 . 22258 10 0 . 01147 13 0 . 00007 13 min -3 . 14705 8 -0 . 44465 5 -0 . 00331 6 11 max 3 . 19193 10 0 . 01461 13 0 . 00015 11 min -3 . 18247 8 -0 . 49732 5 -0 . 00057 6 12 max 3 . 18926 10 0 . 01402 13 0 . 00124 5 min -3 . 19171 8 -0 . 46861 5 -0 . 00013 12 RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 13 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA !! M5K319F4 FRONT GABLE FRAME ANALYSIS --------------------- ----- ------------ ---------------- -------- --- ----- --- ---- Node Number Global X Global Y Moment --------- --- --- --------- (K) -- ------ -------- -- (K) ---------- ---- ---- (K-ft) --.-- 20 0 . 000 -0 . 120 0 . 000 21 0 . 000 -0 . 120 0 . 000 22 0 . 000 -0 . 120 0 . 000 23 0 . 000 -0 . 120 0 . 000 25 0 . 000 -0 . 120 0 . 000 27 0 . 000 -0 . 120 0 . 000 28 0 . 000 -0 . 120 0 . 000 29 0 . 000 -0 . 120 0 . 000 30 0 . 000 -0 . 120 0 . 000 31 0 . 000 -0 . 120 0 . 000 33 0 . 000 -0 . 060 0 . 000 Nodal Loads, BLC 7 : SAWTOOTH SNOW LOAD, 17 . 5-105 PSF -- ---------- --------- --------------------------------- ---- ---- --- --- ------ - - Node Number Global X Global Y Moment -- --- --- --- - -------- --- - (K) ---------------- -- (K) -------------- --- - (K-ft) - -- 1 0 . 000 -0 . 060 0 . 000 3 0 . 000 -0 . 120 0 . 000 4 0 . 000 -0 . 120 0 . 000 5 0 . 000 -0 . 120 0 . 000 6 0 . 000 -0 . 120 0 . 000 7 0 . 000 -0 . 120 0 . 000 9 0 . 000 -0 . 098 0 . 000 11 0 . 000 -0 . 109 0 . 000 12 0 . 000 -0 . 160 0 . 000 13 0 . 000 -0 . 209 0 . 000 14 0 . 000 -0 . 259 0 . 000 15 0 . 000 -0 . 309 0 . 000 17 0 . 000 -0 . 342 0 . 000 19 0 . 000 -0 . 309 0 . 000 20 0 . 000 -0 . 259 0 . 000 21 0 . 000 -0 . 209 0 . 000 22 0 . 000 -0 . 160 0 . 000 23 0 . 000 -0 . 109 0 . 000 25 0 . 000 -0 . 098 0 . 000 27 0 . 000 -0 . 120 0 . 000 28 0 . 000 -0 . 120 0 . 000 29 0 . 000 -0 . 120 0 . 000 30 0 . 000 -0 . 120 0 . 000 31 0 . 000 -0 . 120 0 . 000 33 0 . 000 -0 . 060 0 . 000 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. ; Page 12 122 Raildroad Street ■* New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA g, M5K319F4 FRONT GABLE FRAME ANALYSIS Memb I J No Node Node Direction Magnitude Location - - --- ----------------------------------- (K, K-ft, F) --- -------------- (ft) --- ---'""' 15 15 - 16 y 0 . 011 3 . 810 18 18 - 19 y 0 . 011 0 . 010 18 18 - 19 y 0 . 011 3 . 810 19 19 - 20 y 0 . 011 0 . 010 19 19 - 20 y 0 . 011 3 . 810 20 20 - 21 y 0 . 011 0 . 010 20 20 - 21 y 0 . 011 3 . 810 " 21 21 - 22 y 0 . 011 0 . 010 21 21 - 22 y 0 . 011 3 . 810 22 22 - 23 y 0 . 011 0 . 010 22 22 - 23 y 0 . 011 3 . 810 23 23 - 24 y 0 . 011 0 . 010 23 23 - 24 y 0 . 011 3 . 800 26 26 - 27 y 0 . 011 0 . 010 26 26 - 27 y 0 . 011 3 . 800 27 27 - 28 y 0 . 011 0 . 010 27 27 - 28 y 0 . 011 3 . 810 28 28 - 29 y 0 . 011 0 . 010 28 28 - 29 y 0 . 011 3 . 810 29 29 - 30 y 0 . 011 0 . 010 w 29 29 - 30 y 0 . 011 3 . 810 30 30 - 31 y 0 . 011 0 . 010 30 30 - 31 y 0 . 011 3 . 810 31 31 - 32 y 0 . 011 0 . 010 31 31 - 32 y 0 . 011 3 . 810 Nodal Loads, BLC 6 : UNIFORM SNOW LOAD, 35 . 0 PSF - - - --- ---- ----- --- ------------------- --- ---------- ------ ---- -- ------ -------- Node Number Global X Global Y Moment -- - - -- --- - -------- -- ---- (K) - -------- -- -- --- -- (K) ---- --- - -- -- ---- -- (K-ft) --- 1 0 . 000 -0 . 060 0 . 000 3 0 . 000 -0 . 120 0 . 000 4 0 . 000 -0 . 120 0 . 000 No 5 0 . 000 -0 . 120 0 . 000 6 0 . 000 -0 . 120 0 . 000 7 0 . 000 -0 . 120 0 . 000 op 9 0 . 000 -0 . 120 0 . 000 11 0 . 000 -0 . 120 0 . 000 12 0 . 000 -0 . 120 0 . 000 13 0 . 000 -0 . 120 0 . 000 14 0 . 000 -0 . 120 0 . 000 15 0 . 000 -0 . 120 0 . 000 17 0 . 000 -0 . 120 0 . 000 19 0 . 000 -0 . 120 0 . 000 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page : 11 qW 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS -- - ------ --- ------- ------------------- --------- -- --------------------- -- - -- - Memb I J No Node Node Direction Magnitude Location ------------ ------- -------------------- (K, K-ft, F) - ----- ----------- (ft) --- - - - 5 5 - 6 y 0 . 011 0 . 010 5 5 - 6 y 0 . 011 3 . 810 6 6 - 7 y 0 . 011 0 . 010 6 6 - 7 y 0 . 011 3 . 810 7 7 - 8 y 0 . 011 0 . 010 7 7 - 8 y 0 . 011 3 . 800 Member Distributed Loads, BLC 4 : WIND PERPENDICULAR II , 70 MPH C -- ---------- ----------- -------- ---- ------ --------- --- ---------------- - --- -- - Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location ------------ ------- ---- -- (K/ft, F) ----- (K/ft, F) ------- -- (ft) ------ --- (ft) - - - - 92 55 - 52 X -0 . 007 -0 . 007 0 . 000 11 . 000 !" 91 52 - 33 X -0 . 007 -0 . 007 0 . 000 2 . 000 88 53 - 50 X -0 . 005 -0 . 005 0 . 000 11 . 000 87 50 - 1 X -0 . 005 -0 . 005 0 . 000 2 . 000 Member Point Loads, BLC 5 : WIND PARALLEL, 70 MPH C - -------- -------- ------------ -- ---- ----------------- ----------------- - -- - --- Memb I J No Node Node Direction Magnitude Location ----------------- -- ---- --- --- -- ------ -- (K, K-ft, F) ----------------- (ft) -- - --- 2 2 - 3 y 0 . 011 0 . 010 u 2 2 - 3 y 0 . 011 3 . 810 3 3 - 4 y 0 . 011 0 . 010 3 3 - 4 y 0 . 011 3 . 810 4 4 - 5 y 0 . 011 0 . 010 4 4 - 5 y 0 . 011 3 . 810 5 5 - 6 y 0 . 011 0 . 010 5 5 - 6 y 0 . 011 3 . 810 6 6 - 7 y 0 . 011 0 . 010 6 6 - 7 y 0 . 011 3 . 810 7 7 - 8 y 0 . 011 0 . 010 7 7 - 8 y 0 . 011 3 . 800 10 10 - 11 y 0 . 011 0 . 010 10 10 - 11 y 0 . 011 3 . 800 11 11 - 12 y 0 . 011 0 . 010 11 11 - 12 y 0 . 011 3 . 810 12 12 - 13 y 0 . 011 0 . 010 12 12 - 13 y 0 . 011 3 . 810 13 13 - 14 y 0 . 011 0 . 010 13 13 - 14 y 0 . 011 3 . 810 14 14 - 15 y 0 . 011 0 . 010 1 14 14 - 15 y 0 . 011 3 . 810 15 15 - 16 y 0 . 011 0 . 010 RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . , Page 10 122 Raildroad Street .. New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA no M5K319F4 FRONT GABLE FRAME ANALYSIS w Memb I J No Node Node Direction Magnitude Location ------- --- - -- - --- ----------------- -- -- (K, K-ft, F) -------- ------- -- (ft) ---- --"" 26 26 - 27 y 0 . 011 3 . 800 27 27 - 28 y 0 . 011 0 . 010 27 27 - 28 y 0 . 011 3 . 810 28 28 - 29 y 0 . 011 0 . 010 28 28 - 29 y 0 . 011 3 . 810 29 29 - 30 y 0 . 011 0 . 010 29 29 - 30 y 0 . 011 3 . 810 30 30 - 31 y 0 . 011 0 . 010 30 30 - 31 y 0 . 011 3 . 810 31 31 - 32 y 0 . 011 0 . 010 31 31 - 32 y 0 . 011 3 . 810 Member Distributed Loads, BLC 3 : WIND PERPENDICULAR I , 70 MPH C „ -- -------- ---- ----- - ------------------ -------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location --- -------- - - ---- --- ----- (K/ft, F) ---- - (K/ft, F) ------ --- (ft) --------- (ft) ----"'" 88 53 - 50 X 0 . 007 0 . 007 0 . 000 11 . 000 87 50 - 1 X 0 . 007 0 . 007 0 . 000 2 . 000 92 55 - 52 X 0 . 005 0 . 005 0 . 000 11 . 000 91 52 - 33 X 0 . 005 0 . 005 0 . 000 2 . 000 Member Point Loads,BLC 4 : WIND PERPENDICULAR II , 70 MPH C -- -- ------ ----- - ------------------------ - ----- -------------- -- --------- Memb I J No Node Node Direction Magnitude Location -- -------- - - ----- --- ------------------ - (K, K-ft , F) - -------- -- ---- -- (ft) ------ *` 26 26 - 27 y -0 . 005 0 . 010 26 26 - 27 y -0 . 005 3 . 800 27 27 - 28 y -0 . 005 0 . 010 27 27 - 28 y -0 . 005 3 . 810 28 28 - 29 y -0 . 005 0 . 010 28 28 - 29 y -0 . 005 3 . 810 29 29 - 30 y -0 . 005 0 . 010 29 29 - 30 y -0 . 005 3 . 810 30 30 - 31 y -0 . 005 0 . 010 30 30 - 31 y -0 . 005 3 . 810 31 31 - 32 y -0 . 005 0 . 010 31 31 - 32 y -0 . 005 3 . 810 2 2 - 3 y 0 . 011 0 . 010 2 2 - 3 y 0 . 011 3 . 810 3 3 - 4 y 0 . 011 0 . 010 3 3 - 4 y 0 . 011 3 . 810 4 4 - 5 y 0 . 011 0 . 010 .. 4 4 - 5 y 0 . 011 3 . 810 �C RZ8&-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page B 122 RaiIdroad Street New Madison, OH 45346 5 /24 /05 ' ' WALMART-NORTHAMPTON, MA M5I{3I9F4 FRONT GABLE FRAME ANALYSIS --------------------------------------------------------- ---------- -- ------ - Memb Z � � No Node Node Direction Magnitude Location --- ------ --------------------- --- ------ (I{, I{-ft' F) ---------------- -- (�t) ---- - - 22 22 - 23 Y -0 200 I 909 . . 23 23 - 24 Y -0 . 200 1 . 90s) 26 26 - 27 Y ` -0 . 200 I . 909 27 27 - 28 Y ` -0 . 200 1 . 909 28 28 - 29 Y -0 . 200 1 . 909 29 29 - 30 !{ -8 . 200 I ' 909 Member Distributed Loads, BLC 2 : COLLATERAL L0AD, 200#/PP, 254/BC ------------ ------- ------ ------ -- ------------------------------- ----- - ---- -- y0emb Z J Start End Start End No Node Node Dir Magnitude Magnitude Location Location --- ------ -------- -- ------ (K/ft , F) ----- (K/ft, F) - -------- (ft) - ---- ---- (ft) -- -- 33 2 - 34 ][ -0 . 025 -0 ' 035 0 . 000 l . �90 34 34 - 35 Y -U ' 025 -0 . 025 0 ' 080 4 . 400 � 35 35 - 36 Y -0 . 025 -0 . 025 0 . 000 6 ' 400 ` 36 36- 39 Y -0 ' 025 -0 ' 025 0 ' 000 I5 . 400 37 39 - 40 !{ -0 . 025 -0 . 025 0 . 000 6 . 399 \ �* 38 40 - 41 Y -0 ' 025 -0 , 025 0 . 000 4 . 400 - 39 41 - 16 l! -0 . 025 -0 . 025 0 ' 000 I ' 990 ' 40 IO - 42 Y -0 . 025 -0 . 025 8 . 000 I ' 990 41 42 - 43 -I -0 ' 025 -0 ' 025 0 ' 000 4 . 4O0 m� 42 43 - 44 Y -0 . 025 -0 . 025 0 . 000 6 ' 399 43 44 - 47 Y -0 ' 025 -0 . 025 0 . 000 15 . 399 44 47 - 48 Y -0 ' 025 -0 . 025 0 . 000 6 . 400 45 48 - 49 Y -0 . 025 -0 . 025 0 . 000 4 . 480 46 49 - 32 Y -0 ' 025 -0 ' 025 0 . 000 1 . 989 Member Dnizzt Loads B�C 3 ' �Z0D D�IlD��DICD��B Z 70 ��PB C �D ' ' ' --- ---------------------------- ---- ---------- ---- --- ------ -- --- - ----- - -- - - -- Memb Z J No Node Node Direction Magnitude Location --- - --- ------------ --- --- ------ ---- -- -- (]I, }I-ft, F) --- --- - -- -- ------ (��) -- -- -- 2 2 - 3 lr -0 . 005 0 . 0I0 2 2 - 3 l/ -0 . 005 3 . 810 D� 3 ] - 4 y -0 . 005 0 . 010 3 3 - 4 }, -0 . 005 3 . 810 4 4 - 5 l/ -0 . 005 0 . 010 4 4 - 5 I/ -0 . 005 3 . 810 =° 5 S - S ]/ -0 . 005 0 . 010 5 5 - 6 ]r -0 . 005 3 . 810 �W 6 6 - 7 lr -0 . 005 0 0lO . . =~ b 6 - 7 lr -0 . 005 3 . 810 7 7 - 8 l/ -0 . 005 0 . 0I0 7 7 - 8 l, -0 . 005 3 . 800 �� 26 26 - 27 lr 0 . 011 0 . 010 no RISA-2D (R.) Version 3 . 03 Ludy Greenhouse Manufacturing Corp., Page 8 122 Raildroad Street �* New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS w Node Number Global X Global Y Moment ---- -------- ---------- -- (K) --- -------------- - (K) ----------------- - (K-ft) --- Lm 14 0 . 000 -0 . 008 0 . 000 15 0 . 000 -0 . 008 0 . 000 17 0 . 000 -0 . 008 0 . 000 19 0 . 000 -0 . 008 0 . 000 20 0 . 000 -0 . 008 0 . 000 21 0 . 000 -0 . 008 0 . 000 22 0 . 000 -0 . 008 0 . 000 23 0 . 000 -0 . 008 0 . 000 25 0 . 000 -0 . 008 0 . 000 27 0 . 000 -0 . 008 0 . 000 "* 28 0 . 000 -0 . 008 0 . 000 29 0 . 000 -0 . 008 0 . 000 30 0 . 000 -0 . 008 0 . 000 31 0 . 000 -0 . 008 0 . 000 33 0 . 000 -0 . 004 0 . 000 Nodal Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC ---- ----- -- --- -------- ------ -------r-------- ------ -------------- ------------ Node Number Global X Global Y Moment •• -- -- ------- --------- ---- (K) ------------------ (K) -- --------------- - (K-ft) --- - 3 0 . 000 -0 . 100 0 . 000 4 0 . 000 -0 . 200 0 . 000 14 0 . 000 -0 . 200 0 . 000 15 0 . 000 -0 . 100 0 . 000 19 0 . 000 -0 . 100 0 . 000 20 0 . 000 -0 .200 0 . 000 30 0 . 000 -0 .200 0 . 000 31 0 . 000 -0 . 100 0 . 000 Member Point Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC - --- -- - - -- - - -- -- ---- -------- -- - - --- I------------ ---------- -------------- ----- Memb I J No Node Node Direction Magnitude Location - -- - -- -- -- -- --- ---- - -------- ------------ (K, K-ft, F) ----- ------------ (ft) - ----- 4 4 - 5 Y -0 . 200 1 . 909 5 5 - 6 Y -0 . 200 1 . 909 6 6 - 7 Y -0 . 200 1 . 909 7 7 - 8 Y -0 . 200 1 . 909 10 10 - 11 Y -0 . 200 1 . 909 11 11 - 12 Y -0 . 200 1 . 909 12 12 - 13 Y -0 . 200 1 . 000 13 13 - 14 Y -0 . 200 1 . 909 20 20 - 21 Y -0 . 200 1 . 909 21 21 - 22 Y -0 . 200 1 . 909 BISA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 7 122 IlaiIclroad Street � New Madison, DB 45346 5/2� /O5 � ' ' WALMARZ-NORTHAMPTON, MA y05I{319F4 FRONT GABLE FRAME ANAI,][8ZS ____ __________ ________ _ __________ ______________________ _____ ________ __ _ __ ___ � Z Uobraoec} Lengths I{ Factors Bending Cnefo No Node Node Lb-in Lb-out Lc In Out Cm c-b go, --- ----------------- (ft) - ---- (ft) ----- (ft) - ---- -------------- ---- --- ------ -- OO 46 - 29 81 46 - 47 12 . 77 82 47 - 29 ` 83 48 - 29 ^ � 84 48 - 30 85 48 - 31 86 31 - 49 � 87 50 - I ^ 88 53 - 50 89 51 - 17 90 54 - 51 91 52 - 33 92 55 - 52 93 50 - 34 � � 94 41 - 51 � .~ 95 51 - 42 ' � 96 49 �2 - \ c` ___ ______ ________ __________________________ _ _____________ ____ __________ _ ____ / BI^C Basic Z,oacl Case Load Totals � No. Description Nodal Point Dist . *^ _-------_--__-__-----_-_-_--- ---- ------ ----_--- --- --- -- --- -__ ---- _-__-- - -___ I DEAD LOAD, 2 PSF 25 2 COLLATERAL L0AD, 200#/PP, 25#/BC 8 16 14 3 WZ0Z) PERPENDICULAR I , 70 y0PB C 24 4 4 WIND PERPENDICULAR IZ , 70 y8PB C 24 4 5 WIND PARALLEL, 70 y0PB C 48 6 UNIFORM S0DVV LOAD, 35 . 0 DSF 25 ^^~ 7 SAWTDOTE[ SDJOVV LOAD, I7 . 5-I05 PSF 25 Nodal Loads, BI,C I : DEAD LOAD, 2 PSF � _-_ --_--- _ ------- ------------- _ -----__---_----- --_-- - - ---- - -- ---- --- - --_--_- Node Number Global J[ Global Y Moment --------- -- --- -- -------- (I{) ---- ---- - -- ------- (}{) - -- -- -------- --- - - (]I-ft) ---- I 0 ' 000 -8 ' 004 0 . 800 3 0 . 000 -0 ' 008 0 . 000 � 4 0 . 0OO -0 . 008 0 . 000 �`. b 0 . 000 -0 . 008 0 . 000 6 0 . 000 -0 ' 008 0 . 000 7 0 . 000 -0 . 008 0 . 000 �^ 9 0 . 000 -0 . 008 0 . 000 lI O ' OUU -0 . 008 0 . 000 12 0 . 000 -0 . 008 0 . 000 ��. 13 0 . 000 -0 . 008 0 . 000 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 6 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M-SK319F4 FRONT GABLE FRAME ANALYSIS - - ------------------------- --------------- ----------------- ---------- ----- I i Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb ---- ----------------- (ft) ----- (ft) ----- (ft) -- -------------------------------- 35 35 - 36 36 36 - 39 37 39 - 40 38 40 - 41 39 41 - 16 40 18 - 42 41 42 - 43 42 43 - 44 43 44 - 47 44 47 - 48 45 48 - 49 46 49 - 32 47 34 - 3 48 3 - 35 49 35 - 4 50 35 - 5 51 5 - 36 52 36 - 37 12 . 77 53 37 - 5 54 37 - 6 55 37 - 7 56 37 - 8 12 . 77 57 10 - 38 12 . 77 58 38 - 11 59 38 - 12 60 38 - 13 61 38 - 39 12 . 77 62 39 - 13 63 13 - 40 64 40 - 14 65 40 - 15 66 15 - 41 67 42 - 19 68 19 - 43 69 43 - 20 70 43 - 21 71 21 - 44 72 44 - 45 12 . 77 73 45 - 21 74 45 - 22 75 45 - 23 76 45 - 25 12 . 77 77 26 - 46 12 . 77 78 27 - 46 79 46 - 28 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 5 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS ----------------------------------------------- ----- -- ---- ------------- - --- - I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------- ----------------- -- ----------------- ------- (in) ---- (in) -- --- - (ft) 91 52 - 33 POST 1 2 . 00 92 55 - 52 POST 11 . 00 93 50 - 34 KB 1 1 2 . 83 94 41 - 51 KB 1 1 2 . 83 95 51 - 42 KB 1 1 2 . 83 96 49 - 52 KB 1 1 2 . 83 -------- ----------------- --- ------------------- ----- --- --------- ------- -- - -- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb -------------- ------ (ft) - ---- (ft) ----- (ft) -------------------- 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 8 - 9 9 9 - 10 10 10 - 11 11 11 - 12 12 12 - 13 W 13 13 - 14 14 14 - 15 15 15 - 16 16 16 - 17 17 17 - 18 18 18 - 19 19 19 - 20 20 20 - 21 21 21 - 22 22 22 - 23 23 23 - 24 24 24 - 25 25 25 - 26 26 26 - 27 27 27 - 28 28 28 - 29 29 29 - 30 30 30 - 31 31 31 - 32 32 32 - 33 33 2 - 34 34 34 - 35 1 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 4 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS ws --- -------- ---- ---------- -------- ----------- -------------------------------- I i I Releases J End Offsets No Node Node Section x Y z x y z Sec Sway I i Length ----------- -------- - ---------------- -------- --- ---- --- (in) ---- (in) ------ (ft)" 46 49 - 32 BC 1 . 99 47 34 - 3 S 2 . 22 48 3 - 35 S 3 .43m 49 35 - 4 S 3 . 43 50 35 - 5 S 6 . 39 51 5 - 36 S 5 . 70 52 36 - 37 S 6 . 39 No 53 37 - 5 S 6 .40 54 37 - 6 S 3 . 43 55 37 - 7 S 3 . 44 56 37 - 8 S 6 . 38 57 10 - 38 S 6 . 38 58 38 - 11 S 3 . 4300 59 38 - 12 S 3 .43 60 38 - 13 S 6 .40 61 38 - 39 S 6 . 39 62 39 - 13 S 5 . 70" 63 13 - 40 S 6 . 39 64 40 - 14 S 3 . 43 65 40 - 15 S 3 . 43•m 66 15 - 41 S 2 . 22 67 42 - 19 S 2 . 22 68 19 - 43 S 3 . 420m 69 43 - 20 S 3 . 43 70 43 - 21 S 6 . 39 71 21 - 44 S 5 . 70 72 44 - 45 S 6 . 39" 73 45 - 21 S 6 .40 74 45 - 22 S 3 . 43 75 45 - 23 S 3 . 43am, 76 45 - 25 S 6 . 39 77 26 - 46 S 6 . 38 78 27 - 46 S 3 . 43 79 46 - 28 S 3 . 43 400 80 46 - 29 S 6 .40 81 46 - 47 S 6 . 39 82 47 - 29 S 5 . 7000 83 48 - 29 S 6 . 39 84 48 - 30 S 3 . 43 85 48 - 31 S 3 . 430" 86 31 - 49 S 2 . 22 87 50 - 1 POST 1 2 . 00 88 53 - 50 POST 11 . 00 89 51 - 17 POST 1 2 . 00 90 54 - 51 POST 11 . 00 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 3 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS ----------- -------------------- ------------- ----- -- --------------- - - --- - -- -- - - I i I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ----------------- ----------- ----------------------- --- 1 1 - 2 TC 1 0 . 01 2 2 - 3 TC 3 . 81 3 3 - 4 TC 3 . 81 4 4 - 5 TC 3 . 82 5 5 - 6 TC 3 . 82 6 6 - 7 TC 3 . 81 7 7 - 8 TC 3 . 81 8 8 - 9 TC 0 . 01 9 9 - 10 TC 1 0 . 01 10 10 - 11 TC 3 . 81' 11 11 - 12 TC 3 . 81 12 12 - 13 TC 3 . 82 13 13 - 14 TC 3 . 82 14 14 - 15 TC 3 . 81 15 15 - 16 TC 3 . 81 16 16 17 TC 1 0 . 01 17 17 18 TC 1 0 . 01 18 18 19 TC 3 . 81 19 19 20 TC 3 . 81 20 20 21 TC 3 . 82 21 21 22 TC 3 . 82 22 22 23 TC 3 . 81 23 23 24 TC 3 . 81 24 24 25 TC 1 0 . 01 25 25 - 26 TC 1 0 . 01 26 26 - 27 TC 3 . 81 27 27 - 28 TC 3 . 81 28 28 - 29 TC 3 . 82 29 29 - 30 TC 3 . 82 30 30 - 31 TC 3 . 81 31 31 - 32 TC 3 . 81 32 32 - 33 TC 1 0 . 01 33 2 - 34 BC 1 . 99 34 34 - 35 BC 4 . 40 35 35 - 36 BC 6 . 40 36 36 - 39 BC 1 1 15 . 40 37 39 - 40 BC 6 . 40 38 40 - 41 BC 4 . 40 39 41 - 16 BC 1 . 99 40 18 - 42 BC 1 . 99 41 42 - 43 BC 4 . 40 42 43 - 44 BC 6 . 40 43 44 - 47 BC 1 1 15 . 40 44 47 - 48 BC 45 48 - 49 13C 4 . 40 IlZS&-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. | Page ; 2 122 flailclroad Street | New Madison, 0B 45346 ' 5/24 /05 WALMART-NORTHAMPTON, MA w� y05f{3I9F4 FRONT GABLE FRAME ANALYSIS -__- ----- _- --- --- _------------- -___--------- __-_----_--_---__ __-_-_-------- -�� Node Boundary Conditions No ]{-Coord Y-Coozd }{-clof Y-clVf Rotation Temp . -- ------- -- (ft) -- ------ (ft) ----- (in^ I{/izz) --- - (io, lI/izz) --- (r, K-ft/r) ----- (F) -aw 32 81 . 99 I3 . 00 0 ' 00 33 82 . 00 13 . 00 I 0 . 00 34 2 . 00 I3 . 00 0 . 00M 35 6 .40 13 ' 00 ` O ' OO 36 12 . 80 13 . 00 0 ' 00 37 16 . 65 18 . I0 0 ' 00 38 24 . 35 18 . 10 0 . 00�� 39 28 . 28 13 . 00 0 . 00 40 34 ' 60 I3 ' 08 0 . 00 41 39 . 00 13 . 00 0 . 00w 42 43 ' 00 I3 ' 80 0 ' 00 43 47 . 40 13 . 00 0 . 00 � 44 53 . 8U I3 . 00 8 ' 0O 45 57 ' 65 I8 ' 10 O ' OO } 46 65 ' 35 I8 ' I0 U ' OO ! 47 69 . 20 I3 ' 00 0 . 00 48 75 . 60 13 ' 80 U 88*� ' 1 49 80 ' 00 I3 , 00 0 ' 08 50 0 ' 00 II ' 00 O ' 00 \ 51 4I ' 00 II ' 00 0 . 00w 52 82 ' 80 I1 . 00 O ' OO 53 0 . 80 0 . 00 Il R 0 ' 00 54 4I . 00 0 ' 00 Il fl O O0 ' 9" 55 82 ' 00 0 ' 00 Il Il 0 . 00 --- ---- -- -- -- -- -- ---- -_---- ------ _- _---------_------ ------------ ---_------_- Material IIIaatio Poisson' s Thermal Weight Yield Streeaw* Label Modulus Ratio Coefficient Density (Flr) --- -- -- -- -- ---- (f{oi) ----- -- -------- -- ------ (F) - -- ----- (I{/ft3) --- --- (Ksi) ---- 36 28000 . 00 0 ' 38008 0 ' 65000 0 . 490 36 . 080 No 45 29000 . 80 0 . 30000 0 ' 65000 0 . 490 45 . 000 46 29000 . 00 0 . 3080 0 ' 65000 0 ' 490 46 . 000 50 29000 . 00 0 . 20000 0 ' 65000 8 . 480 50 . 000 55 29880 . 00 0 ' 30000 0 ' 65000 0 . 490 55 ' 000 60 29000 . 00 0 . 30000 0 ' 65000 0 . 490 60 . 000 - -_ - - _---_ - - - -- -- - ---_- ---- ---- --__---- ---- ----_- -_---__-_---_---_-- -_ ---- _-�� Section Database y0atl . Area Moment of As l//l/ Label Shape Set Inertia Coef - - ----- --- - -- -- -- -- -- ---- -- -- -- ---- - - - (io^2) ----- ---- (in^4) ----- --- - -------- �� TC AI5}C22{2 60 8 . 54 0 . 326 1 . 20 BC AI5}{2X2 60 0 . 54 0 . 326 1 . 20 S AI5X2X2 60 0 . 54 0 . 326 1 . 20 =w KB 7}{2X2 50 1 . 31 0 . 731 1 . 20 POST A13X4X4 55 1 . 48 3 . 774 I . 28 �� FM RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . page ; 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F4 FRONT GABLE FRAME ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes dw , Redesign No Edge Forces No A. S . I . F. 1 . 333 ------------------------------- --- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ------ ----- (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) - -- (r, K-ft/r) - ---- - (F) - l 1 0 . 00 13 . 00 1 0 . 00 2 0 . 01 13 . 00 0 . 00 3 3 .42 14 . 70 0 . 00 4 6 . 83 16 . 40 0 . 00 5 10 .25 18 . 10 0 . 00 6 13 . 67 19 . 80 0 . 00 7 17 . 08 21 . 50 0 . 00 8 20 .49 23 . 19 0 . 00 9 20 . 50 23 . 20 1 0 . 00 10 20 . 51 23 . 19 0 . 00 11 23 . 92 21 . 50 0 . 00 12 27 .33 19 . 80 0 . 00 13 30 . 75 18 . 10 0 . 00 14 34 . 17 16 . 40 0 . 00 15 37 . 58 14 . 70 0 . 00 16 40 . 99 13 . 00 0 . 00 17 41 . 00 13 . 00 1 0 . 00 18 41 . 01 13 . 00 0 . 00 19 44 .42 14 . 70 0 . 00 ON 20 47 . 83 16 . 40 0 . 00 21 51 .25 18 . 10 0 . 00 22 54 . 67 19 . 80 0 . 00 23 58 . 08 21 . 50 0 . 00 24 61 . 49 23 . 19 0 . 00 25 61 . 50 23 . 19 1 0 . 00 26 61 . 51 23 . 19 0 . 00 27 64 . 92 21 . 50 0 . 00 28 68 . 33 19 . 80 0 . 00 29 71 . 75 18 . 10 0 . 00 30 75 . 17 16 . 40 0 . 100 31 78 . 58 14 . 70 0 . 00 FRONT GABLE FRAME ANALYSIS Frame No. 4 T3 Allowable stresses are not exceeded for any required loading combinations utilizing the following member sizing. Members Sizes Posts First Post 4" Sq. 13Ga. Tube Second Post 4" Sq. 13Ga. Tube Third Post 4" Sq. 13Ga. Tube T3 Top Chord 2" Sq. 15Ga. Tube Bottom Chord 2" Sq. 15Ga. Tube Strut 2" Sq. 15Ga. Tube Knee Braces All knee braces 2" Sq. 7Ga. Tube RM llZSA-2D (B) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page / 17 to 122 Iloilclrnacl Street New Madison, UB 45346 5/24 /05 YALMART-NORTHAMPTON, MA M5I{319F1 IlEAIl GABLE FDJ\MB ANALYSIS ' -_---- -_-- -----_ - ---- ----_--_-------- ---_--_--- _--_-----_---_ ------_ --- - -- � -- 2Jncle Global X Global Y Rotation ---------- ----- ---- (in) ----- -I^C--------- - (in) -- ----I,C---------- (zad) --- --Z,C- � 53 max 0 . 00000 II 0 . 00000 13 0 . 03746 8 ' nuizz -0 . 00000 8 -0 . 00000 2 -0 . 03201- lO 54 max 0 . 00000 Il 0 . 00000 13 0 . 03395 8 � nuio -0 . 80000 12 -0 ' 00000 2 -0 . 02648 10 55 nuazu 0 . 00000 IO 0 ' 00000 13 0 . 02983 8 nuizz -8 ' 00000 12 -0 . 00000 2 -0 . 04007 10 � ENVELOPE SOLUTION Reactions --------- ------ ---- --- ------------------------------------------- --- --- -- - - - Node Global }{ gInbaI l! Moment � ------------------- - (lI) ------LC------ ----- (I{) ------I,C----- ----- (I{-ft) ----Z,C- 53 max 0 . 66594 8 6 . 36946 2 0 . 00000 I � m" rnirz -0 ' 54I2I lI -0 ' 18224 13 0 . 08000 I ' vp 54 max 0 . 39865 12 19 . 72449 2 0 . 00000 l rnizz -0 ' 39864 II -0 . 53898 13 0 . 00080 I ' 55 max 0 . 54I25 12 6 . 36758 2 0 . 00000 l rnizz -0 . 69809 IO -0 . I8258 13 0 . 00000 l . � � ° ' �. po ~' J � � � �r ^ am RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. ' Page 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F1 REAR GABLE FRAME ANALYSIS - -- -- - ----- ------------ ---------------- ----- ------- ------------ -- ---- --- --- - Node Global X Global Y Rotation w� - -- - - -- ---- --- ----- (in) ----- -LC----------- (in) -- ----LC-------- -- (rad) ----- LC 31 max 3 . 52899 10 0 . 05030 11 0 . 00451 6 min -3 . 19630 8 -0 . 33088 6 -0 . 00033 11 32 max 3 . 57338 10 0 . 00078 11 0 . 01005 6 min -3 . 10341 8 -0 . 01641 6 -0 . 00198 11 33 max 3 . 57340 10 0 . 00053 13 0 . 00000 1 min -3 . 10342 8 -0 . 01502 6 0 . 00000 1 w 34 max 3 . 34459 1.0 0 . 04486 12 0 . 00102 12 min -3 . 32085 8 -0 . 23971 5 -0 . 00704 5 35 max 3 . 37715 10 0 . 05296 12 0 . 00010 13 min -3 . 31204 8 -0 .44782 5 -0 . 00265 2 ■ 36 max 3 . 41057 10 0 . 04081 12 0 . 00021 7 min -3 . 29067 8 -0 . 53706 5 -0 . 00044 6 37 max 3 . 45817 10 0 . 03436 12 0 . 00023 7 min -3 . 24274 8 -0 . 57192 5 -0 . 00023 8 38 max 3 . 35335 10 0 . 02215 13 0 . 00082 3 min -3 . 31835 8 -0 . 51747 5 -0 . 00022 12 39 mat 3 . 43960 10 0 . 01819 13 0 . 00108 5 min -3 . 26712 8 -0 . 44254 5 -0 . 00018 12 40 max 3 . 46516 10 0 . 01132 13 0 . 00350 5 min -3 . 24446 8 -0 . 29508 6 -0 . 00012 13 41 max 3 . 46646 10 0 . 01524 11 0 . 00341 6 min -3 . 23591 8 -0 . 08457 6 -0 . 00017 11 42 max 3 . 47643 10 0 . 01525 12 0 . 00017 12 min -3 . 22859 8 -0 . 08442 5 -0 . 00340 5 43 max 3 . 48720 10 0 . 01131 13 0 . 00012 13 min -3 . 2291-6 8 -0 . 29446 5 -0 . 00349 6 44 max 3 . 51331 10 0 . 01816 13 0 . 00018 11 min -3 . 20718 8 -0 . 44134 6 -0 . 00109 6 45 max 3 . 56731 10 0 . 02211 13 0 . 00025 11 min -3 . 12729 8 -0 . 51542 6 -0 . 00061 4 46 max 3 . 48542 10 0 . 03432 11 0 . 00030 10 min -3 . 22326 8 -0 . 57091 6 -0 . 00024 8 47 max 3 . 53802 10 0 . 04077 11 0 . 00044 5 min -3 . 17996 8 -0 . 53626 6 -0 . 00021 8 48 max 3 . 55991 10 0 . 05292 11 0 . 00265 2 min -3 . 14793 8 -0 . 44736 6 -0 . 00010 13 49 max 3 . 56839 10 0 . 04483 11 0 . 00704 6 min --3 . 11680 8 -0 . 23955 6 -0 . 00102 11 50 max 3 . 15607 10 0 . 00045 13 0 . 00433 12 min -3 . 35986 8 -0 . 01263 2 -0 . 00967 10 51 max 3 . 44435 10 0 . 00116 13 0 . 00482 8 min -3 . 20625 8 -0 . 03929 2 -0 . 00515 10 52 max 3 . 60607 1.0 0 . 00045 13 0 . 00961 6 min -2 . 93797 8 -0 . 01262 2 -0 . 00433 11 � ~ IlZ3Z\-21) (fl) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 15 122 BaiIdroact Street � New y0aclioozz, OH 45346 5/24 /05 WALMART-NORTHAMPTON, MA M5K3I9FI flEAIl GABLE FRAME ANALYSIS � -_- ------ _- _--_------_ _-- ----_---_--------_-_-- __--_-_- -- -----------_-_ -- -- _ � 2JocIe Global ]I Global Y Rotation --- -------- ------ -- (in) -- --- -Z,C---------- (in) -- ----I^C---------- (rad) -I^C- 9 m�max 3 , 37I28 IO 0 ' 0I746 13 0 . 00000 I nuizz -3 . 27617 8 -0 '45480 5 0 . 00000 I 10 max 3 . 37105 10 , 0 . 01748 13 0 . 00013 13 � nzizz -3 . 27634 8 -0 . 45522 5 -0 . 00357 6 ^ lI max 3 . 34111 10 0 . 03240 I] 0 . 00018 II min -3 ' 3I240 O -0 . 52I07 5 -0 . 00086 6 13 max 3 . 33951 lO 0 ' 03I62 13 0 . 00125 5 >. min -3 . 32169 8 -0 . 49701 5 -0 . 000I7 12 13 nuazu 3 . 36039 10 0 . 01624 l] 0 . 00201 5 rnizz -3 . 31I98 8 -0 . 39768 2 -0 . 000I5 12 � 14 max 3 . 38585 10 0 ' 0I226 13 0 . 00310 5 nnio -3 . 30073 8 -0 . 3I4I3 6 -0 . 00012 13 15 max 3 . 42722 10 0 . 00995 Il 0 . 00403 5 nzizz -3 . 27429 8 -0 . 17265 G 0 0O0I7 I3 � 16 max 3 �6g78 l0 O ' 00I08 I] - ' ' . . 0 . 08208 6 mzzz -3 . 2307I 8 -0 ' 03767 2 -0 ' 08075 II � I7 max 3 . 46983 10 0 . O0lO8 13 0 . 00000 l | � . / �^ min -3 . 23069 8 -0 . 03760 2 0 . 00000 I 18 max 3 . 46985 IO 0 . 00I08 13 0 . 00075 12 min -3 ' 23066 8 -8 . 03767 2 -0 ' 00207 5 19 max 3 . 52155 10 0 . 00998 12 0 ' 000I7 13 min -3 . I963I 8 -0 . 17235 S -0 . 00402 6 20 max 3 . 55162 10 0 . 0I225 13 0 ' 000I3 13 min -3 ' I5952 8 -0 . 31344 5 0 00307 6 ' _ . 2l max 3 . 56077 10 0 . 0I622 13 0 . 00015 Il min -3 . 13225 8 -0 ' 39676 2 -0 . 002I6 G 22 nx*x 3 . 56936 10 0 . 02158 13 0 . 000I7 II noizz -3 . 11288 8 -0 .49466 6 -0 . 00127 6 23 max 3 . 55732 IO 0 . 02236 13 0 . 00075 5 nzizz -3 . III9I 8 -0 . 51984 6 -0 . 00018 12 24 onsx 3 ' 51523 IO 0 . 0I746 l] 0 ' 00382 5 nuio -3 . I354I O -0 . 45439 6 -0 . 000I5 13 25 max 3 . 51502 IO 0 . 01744 13 0 . 00000 I nzizz -3 ' 13555 8 -0 . 45401 6 0 . 00000 l 26 max 3 . 51487 lO 001747 I] 00005I II rnirz -3 . 13581 8 -0 . 45461 6 -0 . 00443 6 27 max 3 '48580 10 0 . 03339 II 0 . 00033 II nuirz -3 - 19586 8 -0 . 57013 G -0 . 00150 4 28 max 3 . 47959 10 0 . 04192 ll 0 . 00070 5 min -3 . 21789 8 -0 . 58017 G -0 . 00009 I2 29 nlaz 3 . 49000 10 0 . 04584 II 0 . 00I40 5 ~ rnixz -3 . 21669 8 -0 . 51755 G -0 . 00005 13 30 ozaz 3 . 50249 IO 0 . 05378 Il 0 . 00230 S min -3 . 22186 8 -0 . 46461 G -0 . 000I0 I3 � RISA-21) (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . '" Page 1`. 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA ON M5K319F1 REAR GABLE FRAME ANAI-,YSIS --- ---- ---- --- --- ---- - ----------------------------------- --- ---- ------------ Node Number Global X Global Y Moment ---- ------- - -- --- ------- (K) -------- --- -------- (K) ------------- ---- - (K-ft) --- 30 0 . 000 -0 . 120 0 . 000 31 0 . 000 -0 . 120 0 . 000 33 0 . 000 -0 . 060 0 . 000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V - -- - -- ----- - -- - - - --- -------------------- --- - --- ------- ------- --- ------------ 1 DL+CL+USL Y -1 1 6 2 1 6 6 Y 2 DL+CL+SSL Y -1 1 6 2 1 7 6 Y 3 DL+CL+USL+ . 5WLPE1 Y -1 1 6 2 1 6 6 3 3 Y Y 4 DL+CL+USL+ . 5WLPE2 Y -1 1 6 2 1 6 6 4 3 Y Y 5 DL+CL+SSL+ . 5WLPE1 Y -1 1 6 2 1 7 6 3 3 Y Y 6 DL+CL+SSL+ . 5WLPE2 Y -1 1 6 2 1 7 6 4 3 Y Y 7 DL+CL+ . 5USL+WLPE1 Y -1 1 6 2 1 6 3 3 6 Y Y 8 DL+CL+ . 5USL+WLPE2 Y -1 1 6 2 1 6 3 4 6 Y Y ,,,, 9 DL,+CL+ . 5SSL+WLPE1 Y -1 1 6 2 1 7 3 5 6 Y Y 10 DL+CL+ . 5SSL+WLPE2 Y -1 1 6 2 1 7 3 3 6 Y Y 11 . Ei7DL+WLPE1 Y -1 1 4 . 02 3 6 Y Y 12 . Ei7DL+WLPE2 Y -1 1 4 . 02 4 6 Y Y 13 . 67DL+WLPA Y -1 1 4 . 02' 5 6 Y Y ENVELOPE SOLUTION NO Nodal Displacements - -- ------- - -- --- -- -- - - ---- --- --- ---- ---- -- --- --- -- ----------- - --- --- - ------ -- N" Node Global X Global Y Rotation -- - - --- -- ---- ---- -- (in) ------LC------ -- -- (in) ------LC---- -- ---- (rad) - - ---LC 1 max 3 . 33063 10 0 . 00053 13 0 . 00000 1 min -3 . 32594 8 -0 . 01503 5 0 . 00000 1 No 2 max 3 . 33062 10 0 . 00078 12 0 . 00199 12 min -3 . 32592 8 -0 . 01641 5 -0 . 01005 5 3 max 3 . 42843 10 0 . 05033 12 0 . 00033 12 map min -3 . 28264 8 -0 . 33114 5 -0 . 00451 5 4 max 3 . 45584 10 0 . 05382 12 0 . 00010 13 min -3 . 25793 8 -0 . 46509 5 -0 . 00230 6 r 5 max 3 . 45158 10 0 . 04588 12 0 . 00005 13 min -3 . 24733 8 -0 . 51823 5 -0 . 00140 6 6 max 3 . 45381 10 0 . 04196 12 0 . 00009 11 min -3 . 23843 8 -0 . 58107 5 -0 . 00070 6 7 max 3 . 43219 10 0 . 03343 12 0 . 00150 3 min -3 . 24577 8 -0 . 57120 5 -0 . 00033 12 8 max 3 . 37147 10 0 . 01749 13 0 . 00445 5 .. min -3 . 27602 8 -0 . 45540 5 -0 . 00051 12 IlZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page ' l] Il 122 aiIdroacI Street ' New D�adi�no OH 45346 ,~ , 5/24 /05 WAZ,MAR]C-NORTHAMPTON, MA D&5I{319F1 REAR GABLE FRAME ANALYSIS � - -- -----_---_- -_- - --- ---_ --- _-__--- _--__ - ----_- - _-- -- -_------ - -- _ -- - -- -__- Node - - Number Global X Global Y Moment ------------------------ (I{) ------------- ----- (I{) -- --------------- - (}I-ft) ---- � . I2 0 0O0 0 I2O ` ~' . - . U 000 13 0 . 000 -0 . I20 0 . 000 14 0 ' 000 -U . I20 8 ' UO0 � 15 0 . 000 ^ ' , -0 . I20 0 . 000 - 17 0 . 800 -0 ' I20 0 ' O0O 19 0 . 000 -0 . I20 0 ' UOO 20 0 ' 000 -0 ' 120 0 ' 000 � 21 0 . 080 -0 . I20 0 ' OUO 22 0 . 000 -0 . 120 0 ' OOO 23 0 ' 008 -0 ' 120 0 ' 0OU }� 25 0 . 000 -0 . I20 0 ' O08 27 0 . 000 -0 . I20 O ' 08O ^ 28 0 ' U00 -0 . I20 U ' UOO 29 0 . 000 -0 ' I20 0 ' 08O � � 30 0 . 000 -0 . 120 U ' 0U0 31 0 . 000 -0 . 120 U ' 008 33 0 ' 008 -0 ' 060 0 ' 00O Nodal Loads, BI,C 7 : SAWTOOTB SNOW LOAD, 17 . 5-I05 PSF --- - ------- ------ ------- - -- ----------- --------- ------- ----- ------ -- - --- --- � Node - - � Number Global X Global Y Moment - ---------- ------ ---- --- (I{) - ------- ------ ---- (K) - ----- ---------- - - (]I-ft) -- - - I 0 ' 000 -0 . 050 0 . 000 m° 3 0 . 080 -0 . I20 0 ' O0O 4 0 . 000 -0 . I20 0 ' 000 5 0 . 000 -0 ' I20 O ' 0O0 6 0 . 800 -0 . I20 O ' O00 7 0 . 000 -0 ' I20 0 ' 0UO 9 0 . 008 -0 . 098 O ' O08 II 0 . 080 -0 . I09 0 ' U0O 12 0 . 000 -0 ' 160 O ' 080 13 0 . 000 -0 . 209 0 ' 0O0 Q? 14 0 . 000 -0 . 259 O ' 0OO 15 0 . 000 -0 . 309 O ' 00O 17 0 . 000 -0 . 342 O ' 0O0 19 0 . 000 -0 ' 309 0 ' O0O 20 0 . 080 -0 . 259 O ' 00O 21 0 . 000 -0 . 209 0 ' UO0 22 0 . 000 -0 . I60 0 ' UO0 23 0 . 000 -0 . I09 O ' UOO 25 0 ' 000 -0 . 098 O ' UOO 27 0 . 000 -0 . I30 O ' O0O 28 0 . 000 -0 - 120 8 ' 0OO � 29 0 . 000 -0I28 U ' O8O .r. RISA-21) (R); Version 3 . 03 Ludy Greenhouse Manufacturing Corp. ! Page 12.. 122 Ra.ildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F1 REAR GABLE FRAME ANALYSIS r.r ---- --- ---- - --------------------------------------- ------------------------- Memb I J No Node Node Direction Magnitude Location .. - ---------- - ------------- ------ ------ --- (K, K-ft, F) -- - -- ------------ (ft) ------ 12 12 - 13 y 0 . 011 3 . 810 13 13 - 14 y 0 . 011 0 . 010 13 13 - 14 y 0 . 011 3 . 810 14 14 - 15 y 0 . 011 0 . 010 14 14 - 15 y 0 . 011 3 . 810 15 15 - 16 y 0 . 011 0 . 010 .� 15 15 - 16 y 0 . 011 3 . 810 18 18 - 19 y 0 . 011 0 . 010 18 18 - 19 y 0 . 011 3 . 810 19 19 - 20 y 0 . 011 0. 010 19 19 - 20 y 0 . 011 3 . 810 20 20 - 21 y 0 . 011 0 . 010 20 20 - 21 y 0 . 011 3 . 810 21 21 - 22 y 0 . 011 0 . 010 21 21 - 22 y 0 . 011 3 . 810 22 22 - 23 y 0 . 011 0 . 010 22 22 - 23 y 0 . 011 3 . 810 23 23 - 24 y 0 . 011 0 . 010 23 23 - 24 y 0 . 011 3 . 800 26 26 - 27 y 0 . 011 0 . 010 ` 26 26 - 27 y 0 . 011 3 . 800 27 27 - 28 y 0 . 011 0 . 010 27 27 - 28 y 0 . 011 3 . 810 28 28 - 29 y 0 . 011 0 . 010 28 28 - 29 y 0 . 011 3 . 810 29 29 - 30 y 0 . 011 0 . 010 29 29 - 30 y 0 . 011 3 . 810 30 30 - 31 y 0 . 011 0 . 010 30 30 - 31 y 0 . 011 3 . 810 31 31 - 32 y 0 . 011 0 . 010 31 31 - 32 y 0 . 011 3 . 810 Nodal Loads , BLC 6 : UNIFORM SNOW LOAD, 35 . 0 PSF - --- -- --- - - --- --- -- ----------- -- --- -- ---- ---- ---- ------ -- -- -- ------- - ------ - Node Number Global X Global Y Moment --- - ---- -- -- -- -- -- --- ---- (K) ------ ---- -- ------ (K) --- ------ -- -- ----- (K-ft) ---- 1 0 . 000 -0 . 060 0 . 000 3 0 . 000 -0 . 120 0 . 000 4 0 . 000 -0 . 120 0 . 000 5 0 . 000 -0 . 120 0 . 000 6 0 . 000 -0 . 120 0 . 000 7 0 . 000 -0 . 120 0 . 000 9 0 . 000 -0 . 120 0 . 000 11 0 . 000 -0 . 120 0 . 000 IlZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page ' ll 122 IlaiIdroad Street ' �� IJevv l��di000 OH �5�46 = , 5 /24 /05 to WALMART-NORTHAMPTON, MA �. y45IC3I9FI REAR GABLE FRAME ANALYSIS -----_----_ _---__----- -_- _--_-----_----- - -_ _-----_----- ----- _---- J --- ----- - D4enz� Z -- No Node Node Direction Magnitude Location ----- ------------ --- --- -- -------------- (l{, ]I-ft, F) ---------------- - (ft) - _-_-- 2 2 3 - l/ 0 . 01I 0 . 010 2 2 3 ' - l/ 0 ' UIl 3 . 810 3 3 - 4 ' y , O . OII 0 . 010 3 3 � � ' �^. - l/ 0 . 0II 3 . 81() 4 4 5 ' - y 0 ' UIl 0 . 010 4 4 S 0 . 011 '' - l/ 3 DIO 6 �~ 5 5 - lr 0 . 011 O 0IO ~" 5 5 - 6 l, 0 . 011 3 ' 810 - 6 6 7 ' l/ 0 . UIl 0 . 010 6 -6 7 ' lr 0 . 0Il 8 3 . 81C) 7 7 ' - y 0 . 011 0 0I0 7 7 8 ' - lr 0 . 0Il 3 . 800 ^ y� K0ember Distributed Lnads, BLC 4 : VVZ0D PERPENDICULAR IZ , 70 00PB C � -------- ---- -- -------- -- - ------------- --- --- - ----------- ----- ----- - - ---- Memb I J Start End Start End- - - - nd- - - - No Node Node Diz Magnitude Magnitude Location Location | - ---- ----- - -------------- (I{/ft' F) - ---- (K/ft , F) --------- (ft) -- - ----- - (ft) -- -- 92 55 - 52 x 8 OO7 - . -0 . 807 0 . 000 1-1 . 000 91 52 - 33 x -0 . 007 -0 . 007 0 . 000 2 ' 000 88 53 - 50 x -0 . 005 -0 - 005 0 . 000 ll ' 000 87 50 - I ]{ -0 . 005 -0 - 005 0 . 000 2 ' 000 Member Point LnacIs, BLC 5 : WIND PARALLEL, 70 MPH C - ---_- _- - ---_- -_- - -- -- -- . ---- _- _-_-_ --- -----__ - _ -_ - -- ---- - --_ - ----- _ - -_-- - - Memb Z � No Node Node Direction Magnitude Location ~". - ---------- --- ---- ------------------- -- (}{, fC-ft, F) -- ------- ------- - (�t) _ - -- -- 2 2 3 - l/ 0 . 011 0 OIO 2 2 � ' - lr 0 . 0lI 3 . 810 '^ 3 3 � ' - y 0 � 0lI- 0 . 010 3 ] � ' l/ 0 . OlI 3 . 810 4 4 - S � l/ U . 0II 0 . 010 4 4 5 ' - I/ 0 0II 3 8I0 . . � S 6 - --- - y O . 0lI 0 . 010 5 5 - 6 ' l' 0 . 8II 3 . 810 6 6 - 7 ' ]/ O . OlI 0 . 010 5 6 - 7 ' I/ 0 . 0II 3 . 810 7 7 - 8 ' y 0 . UlI 0 . 010 7 7 - O ' ]r U . 011 3 800 I0 IO - � lI ' "~ l' O . OlI 0 . 010 10 10 - Il ' Y U ' OIl 3 . 800 II II - 12 � l/ 0 . 0lI 0 . 010 II ll - 12 � }/ 8 . OlI 3 . 810 I2 I2 - -° 13 � y O . OIl 0 . 0I0 no RISA-2D (R) Version 3 . 03 Ludy Greenliouse Manufacturing Corp . : Page 104, 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F1 REAR GABLE FRAME ANALYSIS ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ - - - ------ -- -------- - - ----- ---- ----- -- ------------- -- --- -- -- -- --- ---- ----- -- Memb I J No Node Node Direction Magnitude Location ---- ----- -- ------ ---- - -- --------- - ------ (K, K-ft, F) ------ ------ - ---- (ft) ------ 5 5 - 6 y -0 . 005 3 . 810 6 6 - 7 y -0 . 005 0 . 010 6 6 - 7 y -0 . 005 3 . 810 7 7 - 8 y -0 . 005 0 . 010 7 7 - 8 y -0 . 005 3 . 800 26 26 - 27 y 0 . 011 0 . 010 w 26 26 - 27 y 0 . 011 3 . 800 27 27 - 28 y 0 . 011 0 . 010 27 27 - 28 y 0 . 011 3 . 810 28 28 - 29 y 0 . 011 0 . 010 w 28 28 - 29 y 0 . 011 3 . 810 29 29 - 30 y 0 . 011 0 . 010 29 29 - 30 y 0 . 011 3 . 810 30 30 - 31 y 0 . 011 0 . 010 30 30 - 31 y 0 . 011 3 . 810 31 31 - 32 y 0 . 011 0 . 010 31 31 - 32 y 0 . 011 3 . 810 Member Distributed Loads, BLC 3 : WIND PERPENDICULAR I , 70 MPH C Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location - - - - --- -- -- - -- ------------ (K/ft, F) ---- - (K/ft, F) - --- ----- (ft) ------ --- (ft) ---- w! 88 53 - 50 X 0 . 007 0 . 007 0 . 000 11 . 000 87 50 - 1 X 0 . 007 0 . 007 0 . 000 2 . 000 92 55 - 52 X 0 . 005 0 . 005 0 . 000 11 . 000 91 52 - 33 X 0 . 005 0 . 005 0 . 000 2 . 000 Member Point Loads, BLC 4 : WIND PERPENDICULAR II , 70 MPH C �. Memb I J No Node Node Direction Magnitude Location - - - - -- - -- -- --- --- ------- - ------ -------- (K, K-ft, F) --- --- ------ --- - - (ft) ----- - 26 26 - 27 y -0 . 005 0 . 010 26 26 - 27 y -0 . 005 3 . 800 27 27 - 28 y -0 . 005 0 . 010 27 27 - 28 y -0 . 005 3 . 810 28 28 - 29 y -0 . 005 0 . 010 28 28 - 29 y -0 . 005 3 . 810 29 29 - 30 y -0 . 005 0 . 010 29 29 - 30 y -0 . 005 3 . 810 30 30 - 31 y -0 . 005 0 . 010 30 30 - 31 y -0 . 005 3 . 810 ** 31 31 - 32 y -0 . 005 0 . 010 31 31 - 32 y -0 . 005 3 . 810 Fm IlZSA-2D (B) Version 2 . 03 Ludy Greenhouse Manufacturing Corp. Dage ' 9 122 BaiIcIzoad Street ' � New {�acli�orz �� 4S3�6 *^ , 5/24 /05 WALMART-NORTHAMPTON, MA D05I{3I9F1 REAR CABLE F5D\MB ANALYSIS � -_--__----- - --------_ ---- ------ - ---- ------_ _--- -- -- _-_--- - -_-- - -- - - - _ _-- -- �.^ Memb Z J - No Node Node Direction Magnitude Location -------- - --- ---------- --------- -- ------ (I{, K-ft, F) --------- -------- (�t) ---- - - � IO 10 - II Y -0 . 200 1 . 909 II II - 12 ![ -0 ' 200 I ' 9O9 12 12 - 13 3! ` -0 ' 200 I ' OOO 13 13 - 14 3! -0 . 200 I ' 909 20 20 - 21 �� -0 . 200 l ' 90Q 21 21 - 22 l! -0 ' 200 l ' 90g 22 22 - 23 �� -0 . 200 I ' 9O9 �^ 23 23 - 24 l[ -0 '20O l ' 909 26 26 - 27 2. _0 . 200 I ' 909 27 27 - 28 �� -0 . 200 l ' 9O9 � 28 28 - 29 ]� -0 . 200 l ' 909 29 29 - 30 �Z -0 . 200 I ' 909 Member Distributed Loads, BLC 2 : COLLATERAL I^0AD, 200ff/PP, 25#/BC � --------- ----- --- ------------------- ------ - - --- ------ ---- -- -------- - -- - - --- - Memb Z J Start End Start End � m� No Node Node Dir Magnitude Magnitude Location Location \ -------------------- - ---- (I{/ft, F) ----- (]I/ft ' F) - -- ------ (ft) ----- - --- (ft) -- - - ) 33 2 - 34 ]{ -0 . 025 -0 . 025 0 . 000 1 . 990 i 34 34 - 35 ]� -0 ' 025 -0 . 025 0 . 000 4 ' 4U0 � 35 35 - 36 �� -0 ' 025 -0 . 025 0 . 000 6 ' 40O 36 36 - 39 ][ -0 . 025 -0 . 025 0 . 000 l5 ' 40O 37 39 - 40 �� -0 ' 025 -0 ' 025 0 . 000 G ' 399 38 4U - 41 Y -0 . 025 -0 . 025 0 . 000 4 ' 4OU ^' 39 41 - 16 �� -0 . 025 -0 ' 025 0 . 000 l ' 99O 40 18 - 42 ]� -0 . 025 -0 . 025 0 ' 000 I ' 990 41 42 - 43 l( -0 . 025 -0 . 025 0 . 000 4 ' 40O �. 42 43 - 44 ][ 0 O25 0 02S 0 0 ' - ' - . . O0 6 3�9 43 44 - 47 ]� -0 ' 025 -0 . 025 0 . 000 l5 ' 399 44 47 - 48 ]� -0 . 035 -0 . 025 0 . 000 6 '4OO � 45 48 - 49 �� -0 . 025 -0 . 025 O ' "OO 4 ' 400 46 49 - 32 ]� -0 . 025 -0 . 025 0 . 000 l ' 989 Member Point LoacIo, BI,C 3 : WIND PERPENDICULAR Z , 70 MPH C � __- -------- _- -- --_- ------- - - - ---- -- _- -- ------ _ - -- -----_---_------ - - - __-- -- -- Mcmb I J No Node Node Direction Magnitude Location � ~ --- -------- - - ------ ------- - -- -- -- -- ---- (I{, I{-ft, F) - ---- -------- -- - - (��) _- -_ -- 2 2 3 - l' -0 . 005 0 . 010 w� 2 2 - 3 l/ - 0 . 005 3 ' 8IO 3 3 - 4 -0 . 005 0 ' 010 3 3 4 ' - y -0 . 0O5 3 . 810 4 4 S ' - }' -O . 005 0 . 010 � 4 S ' - l/ -U OO5 3 . 810 �� 5 5 - 6 -O O05 0 . 010 RISA-2D (T) Version 3 . 03 Ludy Greenhouse Manufacturing Corpi, Page „ 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F1 REAR GABLE FRAME ANALYSIS - --- - ------ -- - ------ ------ ---------- -------- - --- ------- ----------- ------ ----- Node Number Global X Global Y Moment ---- -- -- -- ---- ---- ---- -- (K) -------- ---------- (K) ------ ----------- - (K-ft) ---- 6 0 . 000 -0 . 008 0 . 000 7 0 . 000 -0 . 008 0 . 000 9 0 . 000 -0 . 008 0 . 000 11 0 . 000 -0 . 008 0 . 000 12 0 . 000 -0 . 008 0 . 000 13 0 . 000 -0 . 008 0 . 000 r„ 14 0 . 000 -0 . 008 0 . 000 15 0 . 000 -0 . 008 0 . 000 17 0 . 000 -0 . 008 0 . 000 19 0 . 000 -0 . 008 0 . 000 20 0 . 000 -0 . 008 0 . 000 21 0 . 000 -0 . 008 0 . 000 22 0 . 000 -0 . 008 0 . 000 23 0 . 000 -0 . 008 0 . 000 25 0 . 000 -0 . 008 0 . 000 27 0 . 000 -0 . 008 0 . 000 28 0 . 000 -0 . 008 0 . 000 29 0 . 000 -0 . 008 0 . 000 30 0 . 000 -0 . 008 0 . 000 31 0 . 000 -0 . 008 0 . 000 ` 33 0 . 000 -0 . 004 0 . 000 Nodal Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC * - --- ------- --- --- --- --- - - - ----- ---------------- ---- -- -- ------ --------------- Node Number Global X Global Y Moment - --- -- ------- - ------ ---- (K) -------- --------- - (K) ----- - --- - -- ---- -- (K-ft) ---- 3 0 . 000 -0 . 100 0 . 000 4 0 . 000 -0 . 200 0 . 000 14 0 . 000 -0 . 200 0 . 000 15 0 . 000 -0 . 100 0 . 000 19 0 . 000 -0 . 100 0 . 000 20 0 . 000 -0 . 200 0 . 000 30 0 . 000 -0 .200 0 . 000 31 0 . 000 -0 . 100 0 . 000 Member Point Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC ---- -- - -- - --- - --- - -- ------- - - -- ------------ - --- - ------------ ---- - ------- -- - - Memb I J No Node Node Direction Magnitude Location - - -- -- - -- - - -- ------ - -- ------ ------- -- -- (K, K-ft , F) ----- ----- - - ----- - (ft) ------ 4 4 - 5 Y -0 . 200 1 . 909 5 5 - 6 Y -0 . 200 1 . 909 .. 6 6 - 7 Y -0 . 200 1 . 909 7 7 - 8 Y -0 . 200 1 . 909 � IlZSA-21) (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 7 � 122 IlaiIdzoacl Street � New Madison, OH 45346 5 /24 /05 WALMART-NORTHAMPTON, M& � y05I{3I9FI IlEJ\Il GABLE FRAME K0ALYSZS � - - - -- - --_--_ --- --_--- --- - _ - -- __---_-_-- _-_-- ---- -----------_----_ -- -- _ ----- _ ' Z J Dnbraced Lengths K Factors Bending Coefo No Node Node Lb-in Lb-out Lc In Out Cm Clz � - ---- --------------- (ft) ----- (ft) ----- (ft) --- -- - --- - ---------------- --- - --- - 74 45 - 22 75 45 - 23 76 45 - 25 12 . 77 � . . ' 77 26 - 46 12 . 77 ' 78 27 - 46 79 46 - 28 � 88 46 - 28 ` OI 46 - 47 12 . 77 82 47 - 29 � 83 48 - 29 84 48 - 30 � 85 48 - 31 86 �l - 49 � � -- � _ 87 50 - I x 88 53 - 50 89 51 - 17 i � 90 54 - SI ` 91 52 - 33 92 55 - 52 � 93 50 - 34 ` 94 41 - 51 ^' 95 SI - 42 96 49 - 52 � / ^ , - _--- _--- -- - ------_--_----_- - -- -_ --- __--_--_- -- -- _- -_ -- ------ ----- - - -- - - __ - - BLC Basic Load Case Load Totals � No. Description Nodal Point Dist . ^ . -_- ------ ----__-_-_------- ----- ---- -----_ ----_--_ -- -- ----- ------___- -- - - -- - _ l DEAD LOAD, 2 PSF 25 IN 2 COLLATERAL LUAD, 20O4/PP, 25#/BC 8 16 14 ' 3 WIND PERPENDICULAR 1 , 70 MPH C 24 4 ` 4 WIND PERPENDICULAR IT , 70 04PB C 24 4 a 5 WIND PARALLEL, 70 MPH C 48 ^` 6 UNIFORM S2JOVV LOAD, 35 . 0 PSF 25 ^^ 7 BJ\WTDDZB SNOW LOAD, 17 . 5-105 PSF 25 0 Nodal Loads, BLC 1 : DEAD LOAD, 2 PSF , ----- ---- -- ------------- ----- - - -------- -- ---------- -- ----- --------- --- -- -- - - ^ Node Number QInbaI }{ Global Y Moment � --------- --- ----- ---- -- - (fC) - - - -- - -- --- --- ---- (I{) --- -- - --- - - -- - --- - (]I-fL) -- -- �^ l 0 . 000 -0 . 004 0 ' 000 3 0 . 000 -0 . 008 0 ' 000 � 4 0 . 000 -0 . 008 0 . 000 � 5 0 . 000 -0 . 008 0 . 000 go RISA-2D (P�) Version 3 . 03 Ludy Greenhouse Manufacturing Corp ., Page Cam 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319FI REAR GABLE FRAME ANALYSIS -- -- ----------- ------------------------------- ------- -- ----------- ------ ---- I i Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb - - -- ----- ----- --- --- (ft) ----- (ft) ----- (ft) -- ------- ------- ---------- ------- 29 29 - 30 30 30 - 31 31 31 - 32 WA 32 32 - 33 33 2 - 34 34 34 - 35 35 35 - 36 36 36 - 39 37 39 - 40 38 40 - 41 39 41 - 16 40 18 - 42 41 42 - 43 42 43 - 44 43 44 - 47 44 47 - 48 45 48 - 49 46 49 - 32 47 34 - 3 48 3 - 35 49 35 - 4 50 35 - 5 51 5 - 36 52 36 - 37 12 . 77 53 37 - 5 54 37 - 6 55 37 - 7 56 37 - 8 12 . 77 57 10 - 38 12 . 77 58 38 - 11 59 38 - 12 60 38 - 13 61 38 - 39 12 . 77 62 39 - 13 63 13 - 40 64 40 - 14 65 40 - 15 66 15 - 41 67 42 - 19 68 19 - 43 69 43 - 20 70 43 - 21 71 21 - 44 72 44 - 45 12 . 77 73 45 - 21 � ^ � IlZSA-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page ; 5 �N 122 IleiIdrnad Street � New Madison, 0B 45346 5/24 /05 W&Ly�RI-NORTHAMPTON, MA �'� M5K319FI REAR GABLE FRAME ANALYSIS � --_-_---_----- -_ _- ------- --- -- ---- ------------------ ----- - --_- -----_- - --- --_ Z J I Releases J Ezzc} Offsets No Node Node Section x }/ o x lr z Sec Sway Z J Length - -- ------------------------------- ---------- ---------- (irz) ---- (icz) --- ---- (ft) � 85 48 - 31 S ^, 3 ' 43 86 31 - 49 8 2 ' 22 mN 87 50 - l POST . l 2 . 00 � 88 5� - 50 POST` lI ' 0O ` 89 51 - 17 POST l 2 . 80 90 54 - 51 POST 11 . 00 o� 91 52 - 33 POST I 2 ' 00 � ��S����-5S �2 ~_ 11 . 00 93 50 - 34 KB l I 2 . 83 94 41 - 51 KB I I 2 ' O3 95 51 - 42 KB I l 2 . 83 96 49 - 52 KB I I 2 ' 83 � N � ------- - ------ ----------------- - -- --- ------- ------- ------ --- ---_ --_ ----- -- __ Y � Z J Dnbzaced Lengths IC Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb � --------- --- -- ---- -- (ft) ----- (ft) - ---- (ft) -------- ---- -- ' --- -_ -_ _- _-- ------_- ^, I I - 2 � 2 2 - 3 � 3 3 - 4 4 4 - 5 � 5 5 - G 6 6 - 7 � 7 7 - 8 ` 8 8 - 9 9 9 - IO � IO 10 - Il � Il Il - 12 12 12 - 13 13 I] - 14 � _ 14 14 - 15 '~ 15 15 - 16 16 16 - 17 � 17 17 - 18 _ � 18 18 - 19 19 19 - 20 � 20 20 - 21 � 21 21 - 22 22 22 - 2] 2] 23 - 24 � 24 24 - 25 ° ~ 25 25 - 26 26 26 - 27 mo 27 27 - 28 `^ 28 28 - 29 � � w RISA-2D (R.) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 122 Ra.ildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA ■ M5K319F1 REAR GABLE FRAME ANALYSIS w -- ------- ------------ ------- ------------------ -- -------- --- - --- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length, -- - ---- --------- ------ ----- -------------- ---------- (in) ---- (in) --- --- (ft) 40 18 - 42 BC 1 . 99 41 42 - 43 BC 4 . 40 42 43 - 44 BC 6 . 400 43 44 - 47 CBC 1 1 15 . 40 44 47 - 48 BC 6 . 40 45 48 - 49 BC 4 .4Cn, 46 49 - 32 BC 1 . 99 47 34 - 3 S 2 . 22 48 3 - 35 S 3 . 43 49 35 - 4 S 3 . 43 50 35 - 5 S 6 . 39 51 5 - 36 S 5 . 70 .; 52 36 - 37 S 6 . 39 53 37 - 5 S 6 . 40 54 37 - 6 S 3 . 43 55 37 - 7 S 3 . 430 56 37 - 8 S 6 . 38 57 10 - 38 S 6 . 38 58 38 - 11 S 3 . 43 59 38 - 12 S 3 . 43 " 60 38 - 13 S 6 . 40 61 38 - 39 S 6 . 39 62 39 - 13 S 5 . 70m 63 13 - 40 S 6 . 39 64 40 - 14 S 3 . 43 65 40 - 15 S 3 . 4300 66 15 - 41 S 2 . 22 67 42 - 19 S 2 . 22 68 19 - 43 S 3 . 43 69 43 - 20 S 3 . 43 ' 70 43 - 21 S 6 . 39 71 21 - 44 S 5 . 70 72 44 - 45 S 6 . 39M 73 45 - 21 S 6 . 40 74 45 - 22 S 3 . 43 75 45 - 23 S 3 . 43W 76 45 - 25 S 6 . 39 77 26 - 46 S 6 . 38 78 27 - 46 S 3 . 43 79 46 - 28 S 3 . 43'" 80 46 - 29 S 6 . 40 81 46 - 47 S 6 . 39 82 47 - 29 S . 70ow- 83 3 48 - 29 S 6 . 39 84 48 - 30 S 3 . 43 w" i RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 3 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F1 REAR GABLE FRAME ANALYSIS -- ---------- ----- -- --- -- ------------------------- --- --- - -- ---- -- - --- - - -- -- --- Section Database Matl . Area Moment of As y/y Label Shape Set Inertia Coef - - ----------------- --- ------ -- -------- (in^2) -- --- ---- (in^4) --- -------------- CBC A11X2X2 60 0 . 87 0 . 497 1 . 20 ------------ ---- --- -- --- - -------- ------------------------- --------- --- -------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------ ------- --------------- --- ------------ ----- (in) ---- (in) ------ (ft) !� 1 1 - 2 TC 1 0 . 01 2 2 - 3 TC 3 . 81 3 3 - 4 TC 3 . 81 0 4 4 - 5 TC 3 . 82 5 5 - 6 TC 3 . 82 6 6 - 7 TC 3 . 81 7 7 - 8 TC 3 . 81 8 8 - 9 TC 1 0 . 01 9 9 - 10 TC 1 0 . 01 10 10 - 11 TC 3 . 81 11 11 - 12 TC 3 . 81 " 12 12 - 13 TC 3 . 82 13 13 - 14 TC 3 . 82 14 14 - 15 TC 3 . 81 15 15 - 16 TC 3 . 81 16 16 - 17 TC 1 0 . 01 0 17 17 - 18 TC 1 0 . 01 18 18 - 19 TC 3 . 81 19 19 - 20 TC 3 . 81 20 20 - 21 TC 3 . 82 21 21 - 22 TC 3 . 82 22 22 - 23 TC 3 . 81 23 23 - 24 TC 3 . 81 24 24 - 25 TC 1 0 . 01 25 25 - 26 TC 1 0 . 01 26 26 - 27 TC 3 . 81 27 27 - 28 TC 3 . 81 28 28 - 29 TC 3 . 82 29 29 - 30 TC 3 . 82 30 30 - 31 TC 3 . 81 31 31 - 32 TC 3 . 81 32 32 - 33 TC 1 0 . 01 33 2 - 34 BC 1 . 99 34 34 - 35 BC 4 . 40 35 35 - 36 BC 6 . 40 36 36 - 39 CBC 1 1 15 . 40 37 39 - 40 BC 6 . 40 38 40 - 41 BC 4 . 40 39 41 - 16 BC 1 . 99 � IlZBA-21) (B) Version 3 ' 03 Ludy Greenhouse Manufacturing Corp. Page � 122 llaiIclzoad Street -� New Madison, OH �53�6 , 5/24 /O5 WALKART-NORTHAMPTON, MA � M5I{319FI REAR GABLE FRAME A0AI.!{SZS - _- --- --_-- ----_-__--- -------- _ --____ -_- _-- - --_-- -_- __-__---_- - _- -_-- ---_---� Node Boundary Conditions No l{-Coord Y-Coord X-clof Y-dof Rotation Temp`, - - - --- ----- (ft) --- -- --- (ft) ----- (izz, ]I/io) -- -- (izz, ]I/izz) --- (r, I{-ft /r) ----- (F) - 32 81 . 99 l3 00 . _ 0 . 0C 33 82 . 00 I3 . 80 l 0 . 08 34 2 _0U l3 OU ' 0 ' 8c�m 35 6 . 40 l3 8U ` . . 0 . O[ 36 12 . 80 l3 OO . . 0 . 00 37 16 . 65 l8 I0 ' ' 0 ' Uq*0 38 24 . 35 l8 I0 . _ U . O[ 39 28 . 20 l3 OU . . 0 . 00 40 34 . 60 I3 0O _ _ 0 . 00 41 8 39 . 00 I3 O0 �" . . . 0� 42 43 . 00 l3 80 . . 0 . 00 43 47 . 40 l3 UO . . 0 . 00 , 44 53 80 I3 80 . . 0 . 00" 45 57 . 65 l8 I0 _ . O , OC 46 65 . 35 l8 l0 . . 0 . 00 47 69 . 20 l3 OU . _ 8 . 0 6O I3 00 ~- �O 75 0 . . ' 0O 49 80 . 00 I� 00 ' ' 0 . 00 50 0 . 00 lI 00 . . 0 . 00 51 4I . 00 1I . 00 O . Ud" 52 82 . 00 lI 0O . . 0 . 00 53 0 . 00 0 . 00 Il Il 0 . 0O 54 41 . 00 0 . 00 R ll 0 . 00N" 55 82 . 00 0 . 80 Il Il 0 . 00 - - - - - - --- ------ - -- - -- - - --- ---- - --- -- - ---- --- ------- ------- ---- ------------- - Material Elastic Poisson ' s Thermal Weight Yield Stress= Label Modulus Ratio Coefficient Density (Fv) - -- - -- ---- ----- (Ksi) - - ---- -------- ---- -- --- (F) - ------- (K/ft3) --- -- - (Ko� ) ---- 36 29000 . 00 0 ' 30000 0 . 65800 0 . 490 36 . 000 45 29000 . 08 0 . 30000 0 . 65000 0 . 490 45 . 000 46 29000 . 00 0 ' 30000 0 . 65000 0 . 490 46 . 000 50 29000 . 00 8 . 30000 0 . 65000 0 . 490 50 . 000 55 29800 . 80 0 ' 30880 0 . 65000 0 . 490 55 . 000 60 29000 . 00 0 . 30000 0 ' 65080 0 . 490 60 . 000 - - - - -- --_-__-- - ----- -_ -- ---- --_- -- ---- -_------------_--_------_ -__ -- - --- ----�� Section Database Matl . Area Moment of As l//y Label Shape Set Inertia Coef ' - - - - - - -------- ---- -- -- -- --- ------- -- - - (io~2) --------- (io^4) ------ --- ---- ---- �� IC AI1l{2}[2 60 0 ' 87 0 . 497 1 . 20 BC A15}{2l{2 60 0 . 54 0 . 326 1 . 20 S A15}{2}{2 60 0 . 54 0 . 326 I . 20 ON KB 7X2}{2 50 1 . 3I 0 . 731 I . 20 DD3T 9l{4X4 50 2 . 28 5 . 648 1 . 20 �� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1 w 122 Raildroad Street New Madison, OFi 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F1 REAR GABLE FRAME ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No Edge Forces No A. S . I . F. 1 . 333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft) -------- (ft) ----- (in, K/in) -- -- (in, K/in) - -- (r, K-ft/r) - -- -- (F) - 1 0 . 00 13 . 00 1 0 . 00 2 0 . 01 13 . 00 0 . 00 3 3 . 42 14 . 70 0 . 00 4 6 . 83 16 . 40 0 . 00 5 10 . 25 18 . 10 0 . 00 6 13 . 67 19 . 80 0 . 00 7 17 . 08 21 . 50 0 . 00 8 20 . 49 23 . 19 0 . 00 9 20 . 50 23 . 20 1 0 . 00 10 20 . 51 23 . 19 0 . 00 11 23 . 92 21 . 50 0 . 00 12 27 . 33 19 . 80 0 . 00 q 13 30 . 75 18 . 10 0 . 00 14 34 . 17 16 . 40 0 . 00 15 37 . 58 14 . 70 0 . 00 16 40 . 99 13 . 00 0 . 00 17 41 . 00 13 . 00 1 0 . 00 18 41 . 01 13 . 00 0 . 00 19 44 . 42 14 . 70 0 . 00 20 47 . 83 16 . 40 0 . 00 21 51 . 25 18 . 10 0 . 00 22 54 . 67 19 . 80 0 . 00 23 58 . 08 21 . 50 0 . 00 24 61 . 49 23 . 19 0 . 00 25 61 . 50 23 . 19 1 0 . 00 26 61 . 51 23 . 19 0 . 00 27 64 . 92 21 . 50 0 . 00 28 68 . 33 19 . 80 0 . 00 29 71 . 75 18 . 10 0 . 00 30 75 . 17 16 . 40 0 . 00 31 78 . 58 14 . 70 0 . 00 REAR GABLE FRAME ANALYSIS Frame No. 1 T2 Allowable stresses are not exceeded for any required loading combinations utilizing the ■ following member sizing. Members Sizes Posts First Post 4" Sq. 9Ga. Tube Second Post 4" Sq. 9Ga. Tube Third Post 4" Sq. 9Ga. Tube �! T2 Top Chord 2" Sq. 11Ga. Tube Bottom Chord 2" Sq. 15Ga. Tube Strut 2" Sq. 15Ga. Tube Center Bottom Chord 2" Sq. 11 Ga. Tube r� Knee Braces All knee braces 2" Sq. 7Ga. Tube i RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1.7 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS ---- -- --- --------------------- - ---------- - - --- -- - ----- - --- -- ---- ------- ------ - Node Global X Global Y Rotation ------ -------------- (in) ------LC---------- (in) ------LC---------- (rad) - - -- -LC- 53 max 0 . 00000 11 0 . 00000 13 0 . 03545 8 min -0 . 00000 8 -0 . 00000 2 -0 . 02970 10 54 max 0 . 00000 7 0 . 00000 13 0 . 02734 8 min -0 . 00000 8 -0 . 00000 2 -0 . 02900 10 55 max 0 . 00000 10 0 . 00000 13 0 . 02819 8 min -0 . 00000 12 -0 . 00000 2 -0 . 03745 10 ENVELOPE SOLUTION Reactions - -------- ------------------ Node Global X Global Y Moment ------ --- ------ ----- (K) ------LC----------- (K) - --- --LC----- --- -- (K-ft) -----LC- 53 max 0 . 50656 8 9 . 13268 2 0 . 00000 1 min -0 . 53599 11 -0 . 46195 13 0 . 00000 1 54 max 1 . 42558 8 29 . 79901 2 0 . 00000 1 w min -1 . 42569 7 -1 . 02055 13 0 . 00000 1 55 max 0 . 53603 12 9 . 13105 2 0 . 00000 1 min -0 . 51882 10 -0 . 46252 13 0 . 00000 1 s . ~ IlISA-2D Il) Version 3 . 03 Ludy Greenhouse Manufacturing Co - . Page 122 IlaiIc]roacl Street ' New Madison, UB �53�6 | 5/24 /OS WALMART-NORTHAMPTON, MA � M5I{319F3 INTERMEDIATE FRAME A0AI,Y8Z8 __ _ ___ _____ _______ _____ ___ _________________ ____ ___ ___ ____ __ _ ______ ____ ___ _ _ _w Node Global X Global Y Rotation ----- - ---- -- --- - -- - (in) ------I,C---------- (in) ----- -I^C---------- (rad) -----I,C-p 31 max 3 . 01171 10 0 ' 0I860 13 0 . 00448 2 min -2 . 74676 8 -0 . 32060 6 -0 . 00029 13 32 max 3 . 07508 IO 0 ' 00I83 13 0 . 00898 6 � min -2 . 67505 8 ' -0 . 0340I 6 -0 ' 08049 13 33 max 3 . 07508 lU 0 ' 00I77 13 0 . 80000 I min -2 . 67505 8 -0 ' 03278 6 8 . 00000 I � 34 max 2 . 84042 IO 0 . 0I2I6 13 0 . 00036 13 min -2 . 8899I 8 -0 '23349 5 -8 . 00626 5 35 max 2 . 86246 IO 0 . 026I5 13 0 . 000I4 13 min -2 . 87446 8 -0 . 43669 5 -0 . 00283 6 � 36 max 2 . 88716 lO 0 . 03I58 13 0 . 00023 7 min -2 . 85I71 8 -0 . 531I4 2 -0 . 00063 6 37 max 2 . 93733 10 0 ' 83480 13 0 . 00027 7 » min -2 . 79309 8 -0 . 57588 G -0 . 00025 8 38 max 2 . 83457 10 0 ' 0304I I] 0 . 00089 3 min -2 . 87943 8 -0 ' 57349 6 -0 . 00020 12 39 max 2 ' 92053 IO 0 . 03577 lI 0 . 00132 5 � min -2 ' 8I19I 8 -0 ' 50393 6 -0 . 000I9 13 40 max 2 . 93802 18 0 . 05920 II 0 . 00363 5 min -2 . 78771 8 -0 . 35I34 G -0 . 00017 13 � 41 mar 2 . 93091 10 0 ' 05497 II 0 . 00434 6 min -2 . 77213 8 -0 . 11989 6 -0 . 00I20 II 42 max 2 . 93968 IU 0 ' 05499 12 0 . 00I20 12 ww min -2 . 76594 8 -8 . II969 5 -0 . 00433 5 43 max 2 . 95783 10 ! 0 . 0592I 12 0 ' 000I7 13 min -2 . 77440 8 -0 . 35064 5 -0 ' 00362 6 w� 44 max 2 . 98580 10 0 . 03578 12 0 . 000I9 13 min -2 . 76023 O -0 ' 50259 5 -0 . 00I23 6 45 max 3 . 05997 10 0 . 03033 13 0 . 00025 II min -2 . 68299 8 -0 ' 57128 5 -0 . 00068 4 wm 46 max 2 . 96441 IO 0 . 03474 13 0 . 00032 10 min -2 . 77532 8 -0 . 57490 5 -0 . 00027 8 47 max 3 ' 02807 IU 8 . 03I54 13 0 . 00062 5 mw min -2 . 72925 8 -0 ' 53035 2 -0 . 00023 O 48 max 3 . 05176 10 0 . 02613 13 0 . 00283 5 min -2 . 70560 8 -0 . 43626 6 -0 . 000I4 13 48 max 3 . 06763 lU 0 ' 0I315 13 0 . 00625 6 w� min -2 . 68441 8 -0 . 23334 6 -0 . 00036 I] 50 max 2 . 70453 IO 8 . 00I50 13 0 . 00264 12 min -2 . 98055 8 -0 . 02793 2 -0 . 00813 5 w� 51 max 2 . 85054 10 0 . 00117 13 0 . 006I8 8 min -2 . 68854 8 -0 . 03168 2 -0 . 08653 lO 52 max 3 . 16169 IO 0 . 00150 13 0 . 008I3 6 min -2 . 55485 8 -0 . 02792 2 -0 . 00264 II �� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 15 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS ---------------------------------------------------------------------------- ------ --- --- ------ - --- ----------- -------- - ---------- - -- - - ----- ---- --- --- Node Global X Global Y Rotation w --------- ---------- (in) ------LC---------- (in) ---- --LC----- --- -- (rad) -- ---LC- 9 max 2 . 84792 10 0 . 02320 13 0 . 00000 1 min -2 . 83186 8 -0 . 46682 6 0 . 00000 1 10 max 2 . 84778 10 0 . 02323 13 0 . 00030 11 min -2 . 83205 8 -0 . 46738 6 -0 . 00420 6 11 max 2 . 82020 10 0 . 03085 13 0 . 00026 11 min -2 . 87540 8 -0 . 57685 6 -0 . 00115 6 12 max 2 . 82065 10 0 . 03185 11 0 . 00150 5 min -2 . 88400 8 --0 . 56546 6 -0 . 00012 12 13 max 2 . 84449 10 0 . 04348 11 0 . 00230 5 min -2 . 87063 8 -0 . 46577 6 -0 . 00014 13 14 max 2 . 87475 10 0 . 05938 11 0 . 00335 5 min -2 . 85962 8 -0 . 37586 6 -0 . 00018 13 : 15 max 2 . 91555 10 0 . 06287 11 0 . 00446 6 min -2 . 82764 8 -0 . 20654 6 -0 . 00038 11 16 max 2 . 93058 10 0 . 00108 13 0 . 00398 8 min -2 . 76461 8 -0 . 03063 6 -0 . 00257 11 17 max 2 . 93063 10 0 . 00108 13 0 . 00000 1 min -2 . 76460 8 -0 . 03031 2 0 . 00000 1 18 max 2 . 93065 10 0 . 00108 13 0 . 00257 12 t min -2 . 76456 8 -0 . 03062 5 -0 . 00438 10 19 max 3 . 00413 10 0 . 06288 12 0 . 00038 12 min -2 . 75725 8 -0 . 20619 5 -0 . 00445 5 20 max 3 . 04195 10 0 . 05939 12 0 . 00018 13 min -2 . 72272 8 -0 . 37508 5 -0 . 00332 6 21 max 3 . 05063 10 0 . 04349 12 0 . 00014 13 min -2 . 69144 8 -0 . 46472 5 -0 . 00241 6 22 max 3 . 06332 10 0 . 03184 12 0 . 00012 11 min -2 . 66840 8 -0 . 56297 5 -0 . 00150 6 23 max 3 . 05157 10 0 . 03077 13 0 . 00107 5 min -2 . 66508 8 -0 . 57462 5 -0 . 00026 12 24 max 3 . 00014 10 0 . 02320 13 0 . 00431 5 min -2 . 68472 8 -0 . 46661 5 -0 . 00031 12 25 max 2 . 99991 10 0 . 02317 13 0 . 00000 1 min -2 . 68484 8 -0 . 46612 5 0 . 00000 1 26 max 2 . 99975 10 0 . 02322 13 0 . 00054 11 min -2 . 68510 8 -0 . 46666 5 -0 . 00501 4 27 max 2 . 96449 10 0 . 03487 13 0 . 00037 11 min -2 . 74791 8 -0 . 57686 5 -0 . 00186 4 28 max 2 . 95819 10 0 . 03611 13 0 . 00087 5 min -2 . 76890 8 -0 . 58115 2 -0 . 00013 12 29 max 2 . 97055 10 0 . 03048 13 0 . 00150 5 min -2 . 76592 8 -0 . 50819 2 -0 . 00009 12 30 max 2 . 98142 10 0 . 02755 13 0 . 00236 5 min -2 . 77067 8 -0 . 45512 6 -0 . 00013 13 w IlI8A- Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page ' Iz� 122 IluiIdz�omcl Street | ' i New Madison UB �53�6 , 5/24 /85 WALM&BT-NORTHAMPTON, MA " M5f{3I9F3 INTERMEDIATE FRAME ANALYSIS - _---- ------- ------ ---- _-_-- -___------ _-- -- - _--_---_ ----_-- ---_ --__-- - --_ ---" Node Number Global X Global Y Moment - - - - ------------ --- --- -- (K) --- ------ -- --- -- -- (I{) ----- ---------- --- (I{-ft) -- -- n 29 0 . 080 -8 . 120 0 . 000 30 0 . 000 -0 . I20 O '' O00 31 0 . 000 -0 . I20 0000 n 33 0 . 000 -0 . 060 8 ' 000 -- -- - ------- ---- ----- ----------------- --- -- --- -------------------- ---- ------ Load Combination Self Wt BLC BLC BLC BLC BI^C W B w 0o' Description Dir Fac Fuc Fac Fac Fao Fac DY0A S V ___ ___ _______ ___ ___ ___ _________________ ____ _ _____ _ _____________ ___ _______ _ __ l DL+CL+DSI, Y -1 I 9 . 71 2 l 6 9 . 71 3! � 2 DL+CI^+88L Y -1 I 9 . 7I 2 I 7 9 ' 7I Y 3 DL+CL+DSL+ . 5WI^DEI I. -1 l 9 . 71 2 I 6 9 ' 71 3 4 . 86 Y 3! 4 DL+CL+DSL+ . 5VVI^PE2 ![ -I I 9 . 71 2 I 6 9 . 71 4 4 ' 86 Y Y � 5 DI,+CL+SSL+ . 5DVI,PB1 Y -I I 9 . 72 2 l 7 9 ' 7I 3 4 . 86 l! Y 6 DL+CI,+SSL+ . 5WI,PB2 I. -1 l 9 . 7I 2 I 7 9 . 71 4 4 . 85 Y Y 7 DI^+CL,+ ' 5D3I,+VVI,PE1 ,Z -1 l 9 . 71 2 I 6 4 . 86 3 9 . 71 Y Y 8 DL+CL+ . 5DSI,+WI^PB2 ]{ -1 I 9 . 71 2 l 6 4 . 86 4 9 ' 71 y Y � 9 DL+CL+ ' 5SSI,+u/I,PEI Y -1 I 9 . 71 2 I 7 4 ' 86 5 9 . 71 Y l[ 10 DI,+CL+ . 5SBL+WI,PE2 }[ -1 I 9 . 71 2 I 7 4 . 86 3 9 . 71 Y Y Il . 57DL+VJI.PE1 ![ -1 I 6 . 51 3 9 . 71 Y Y � 12 . 67DL+VVLPB2 2' -I I 6 . 51 4 9 . 71 ]! ][ 13 . 67DL+WLPA Y -I I 6 . 51 5 9 . 71 l{ Y ENVELOPE SOLUTION Nodal Displacements - -- - - - ---- ---- - ---- - ------------ -- -_-_- _---- - ------- ----- ---- -- - -_ _ _--------- � Node Global l{ Global Y Rotation - -- --- ---- -- -- - --- - (izz) ----- -LC---l--- --- (izz) ---- --LC-------- - -- (zad) - -- --LC- I max 2 . 83070 IO 0 . 00I76 13 0 . 00000 I "m min -2 . 897I7 B -0 . 03279 5 0 ' OU0OO I 2 max 2 . 83069 IO ! 0 . O0I8] I3 O ' 00U49 I] / ' min -2 . 897I6 8 -0 . 03402 S -0 . 00899 �� w� 3 max 2 . 98603 10 8 ' 8I86I 13 O ' 00U2~ I~ min -2 . 83666 8 � -0 ' 32083 5 -0 ' 8O44~ ~ 4 max 2 . 93163 IO 0 . 02758 13 O ' 008I^ I- min -2 . 80840 8 -0 . 45558 5 -0 ' O02]~ ~ w� 5 max 2 . 92791 10 | 0 . 03052 I] 8 ' 0OUU` l~ min -2 ' 79924 8 -8 ' 50884 2 -O ' 8UI5^ � 6 max 2 . 83I94 10 0 ' 036I6 13 0 ' OO8I� I~ min -2 . 78837 8 -0 . 58204 2 -0 ' 8O08~ � 7 max 2 . 91I46 lO 0 . 03493 13 O ' 0OI8~ ` min -2 . 79564 8 -0 . 57791 6 -0 ' 0003" I� 8 max 2 . 84818 IO 0 . 02325 I] O ' 8OS0" � min -2 . 83170 8 -0 . 46737 6 - 0 . 00054' � I� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 13 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Node Number Global X Global Y Moment --------- --------------- (K) --- ---- - - --------- (K) ------------------ (K-ft) - - - - 11 0 . 000 -0 . 120 0 . 000 12 0 . 000 -0 . 120 0 . 000 13 0 . 000 -0 . 120 0 . 000 14 0 . 000 -0 . 120 0 . 000 15 0 . 000 -0 . 120 0 . 000 17 0 . 000 -0 . 120 0 . 000 1.9 0 . 000 -0 . 120 0 . 000 20 0 . 000 -0 . 120 0 . 000 21 0 . 000 -0 . 120 0 . 000 22 0 . 000 -0 . 120 0 . 000 23 0 . 000 -0 . 120 0 . 000 25 0 . 000 -0 . 120 0 . 000 ' 27 0 . 000 -0 . 120 0 . 000 28 0 . 000 -0 . 120 0 . 000 29 0 . 000 -0 . 120 0 . 000 30 0 . 000 -0 . 120 0 . 000 31 0 . 000 -0 . 120 0 . 000 33 0 . 000 -0 . 060 0 . 000 Nodal Loads, BLC 7 : SAWTOOTH SNOW LOAD, 17 . 5-105 PSF --------- --- - -- ----------- ---- -- ------- --------- ---------- -------- --- ---- - - - Node Number Global X Global Y Moment --------- --- --- --------- (K) --- ---- ---- --- --- - (K) ----------- --- (K-ft) --- - 1 0 . 000 -0 . 060 0 . 000 3 0 . 000 -0 . 120 0 . 000 4 0 . 000 -0 . 120 0 . 000 5 0 . 000 -0 . 120 0 . 000 6 0 . 000 -0 . 120 0 . 000 7 0 . 000 -0 . 120 0 . 000 9 0 . 000 -0 . 098 0 . 000 11 0 . 000 -0 . 109 0 . 000 12 0 . 000 -0 . 160 0 . 000 13 0 . 000 -0 . 209 0 . 000 14 0 . 000 -0 . 259 0 . 000 15 0 . 000 -0 . 309 0 . 000 17 0 . 000 -0 . 342 0 . 000 19 0 . 000 -0 . 309 0 . 000 20 0 . 000 -0 . 259 0 . 000 21 0 . 000 -0 . 209 0 . 000 22 0 . 000 -0 . 160 0 . 000 23 0 . 000 -0 . 109 0 . 000 25 0 . 000 -0 . 098 0 . 000 27 0 . 000 -0 . 120 0 . 000 28 0 . 000 -0 . 120 0 . 000 w � IlISA-2 R) Version 3 . 03 Ludy ��rec�b000e ��aoot��±nriog Corp._ ��~. Pa��e l fl 22 aiIc�roac� Street ' i - - / New Madison OH 453�� , S/24 /U5 W&LMART-NORTHAMPTON, MA � M5I{]19F3 INTERMEDIATE FRAME ANALYSIS � --- - -------- ------- ------- --- ------- ------- ------ ----------- --- -- - -- -------- K0emb Z J No Node Node Direction Magnitude Location --- - ------------ --- - --- - ----- --------- - (I{, ]I-ft ' F) ----------- ------ (ft) ------ � 12 12 - 13 l/ 0 . 011 U OI0 12 12 - 13 ' y 0 ' 0II 8I0 - � I3 l3 I� ' lr ` 8 . 0lI 0 . 010 I3 13 - � I� l' U ' OIl 3 . 810 I4 14 - 15 l/ 0 . 011 0 ' 0I0 14 14 - 15 ]/ 0 . 011 3 ' 8I8 � 15 15 I6 ' - l/ 0 ' OII 0 . 010 15 15 - 16 ' lr O . 0ll 3 . 810 18 IO - 19 ' l' U . 8lI 0 . 010 I8 18 - 19 0 . 011 � l/ 3 810 19 19 - 20 ' y � 0 . OII 0 . 0I0 19 19 - 20 lr 0 . 011 OII 3 8I8 - . 2U 20 2l ' y 0 ' 0Il 0 . 010 - � 2O 20 2I | ' y 0 . 011 3 . 810 21 21 - 22 ' l/ 0 . OIl 0 . 010 21 21 - 22 ' l' 0 . 0II 3 . 810 - 23 � 22 22 / ' l' 0 . 0lI 0 . 010 - 22 22 23 i ' }/ 0 ' OII 3 . 810 23 23 - 24 | UUII 0 . 010' - 2� / 23 23 ' � l' ' U . OII 3 . 800 - 27 26 26 ' ' l/ i 0 . 011 0 0I0 26 26 - 27 ' y | 8 ' 0lI 3 . 800 27 27 - 28 ' I' 0 . UII 0 . 010 w� 27 27 - 28 l, 0 . 011 3 . 8I0 28 28 - 29 � lr 0 . 011 0 UIO � ' . 28 28 2� 0 . 011 - --- - l/ i 3 . 810 mm 29 29 - 30 l' 0 . 011 0 . 0l0 29 29 - 30 y 8 . 0I1 3 . 810 38 30 - 31 ' y O ' 0II 0 . 010 30 30 - ]I / l/ 0 . 011 3 . 8IU 31 31 - 32 l, 0 . 011 0 8I0 31 31 - 32 ' l/ 0 ' OIl 3 . 810 Nodal Loads, BI^C 6 : UNIFORM SNOW LOAD, 35 . 0 PSF �m _ __ __ __ __ __ ____ ___________________ ___ _ ___ _____________ ___ __ ____ ______ ____ ___ Node Number Global X Global Y Moment w� - - - -- - -- - -- ---- --------- (I{) ---- --- --- - -- --- - - (I{) - ---------- -- ----- (]I-ft) --- - l 0 . 000 -0 . 068 0 . 000 3 0 . 000 -0 . I2O 0 . 000 4 0 . 000 -0 . 128 0 . 000 5 0 . 000 -8 . 120 0 . 000 6 0 . 000 -O . I2U 0 . 000 7 0 . 800 -0 . 120 0 . 000 9 0 . 000 -0 . I20 0 ' 8OO �� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 11 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS Memb I J No Node Node Direction Magnitude Location 4 -------- - --- - -------------------------- (K, K-ft, F) --- ----------- --- (ft) --- - - - 31 31 - 32 y -0 . 005 3 . 810 2 2 - 3 y 0 . 011 0 . 010 2 2 - 3 y 0 . 011 3 . 810 3 3 - 4 y 0 . 011 0 . 010 3 3 - 4 y 0 . 011 3 . 810 4 4 - 5 y 0 . 011 0 . 010 4 4 - 5 y 0 . 011 3 . 810 5 5 - 6 y 0 . 011 0 . 010 5 5 - 6 y 0 . 011 3 . 810 6 6 - 7 y 0 . 011 0 . 010 6 6 - 7 y 0 . 011 3 . 810 7 7 - 8 y 0 . 011 0 . 010 7 7 - 8 y 0 . 011 3 . 800 Member Distributed Loads, BLC 4 : WIND PERPENDICULAR II , 70 MPH C - ----- --- --- ---------- ---- ----------- ---- --- -------- ------ - ------- -------- -- - Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location ------ ---------- -- ---- --- (K/ft , F) - ---- (K/ft, F) -- - - -- --- (ft) --- --- --- (ft) - -- - 92 55 - 52 X -0 . 007 -0 . 007 0 . 000 11 . 000 91 52 - 33 X -0 . 007 -0 . 007 0 . 000 2 . 000 88 53 - 50 X -0 . 005 -0 . 005 0 . 000 11 . 000 87 50 - 1 X -0 . 005 -0 . 005 0 . 000 2 . 000 Member Point Loads,BLC 5 : WIND PARALLEL, 70 MPH C - ---- - -- ---- -- -- ------ -- -- ---------- ----- --- -------- ------------- --- - - -- -- - - �! Memb I J No Node Node Direction Magnitude Location - -- - -- --- --- -- -------- ---- -- -- ---- ---- - (K, K-ft , F) --- -- -------- -- - - (f t) 2 2 - 3 y 0 . 011 0 . 010 2 2 - 3 y 0 . 011 3 . 810 3 3 - 4 y 0 . 011 0 . 010 3 3 - 4 y 0 . 011 3 . 810 4 4 - 5 y 0 . 011 0 . 010 4 4 - 5 y 0 . 011 3 . 810 5 5 - 6 y 0 . 011 0 . 010 0 5 5 - 6 y 0 . 011 3 . 810 6 6 - 7 y 0 . 011 0 . 010 6 6 - 7 y 0 . 011 3 . 810 7 7 - 8 y 0 . 011 0 . 010 7 7 - 8 y 0 . 011 3 . 800 10 10 - 11 y 0 . 011 0 . 010 10 10 - 11 y 0 . 011 3 . 800 11 11 - 12 y 0 . 011 0 . 010 11 11 - 12 y 0 . 011 3 . 810 � RIBA-2D ( ) Version 3 . 03 Ludy Greenhouse Manufacturing Co - . Page ' I� 122 Ilailc�zoac� Street | ' | New Madison, 0B 45346 ! 5/24 /05 WALMART-NORTHAMPTON, M& � M5]{319F3 INTERMEDIATE FRAME A14ALYSZ8 � - - ------- - ------- -- ---- ---- --- - ---- --- -- --- -------------- --- ---- ------------ Memb Z J No Node YJocle Direction Magnitude Location � --- - ------ --------- - ------ ------- - - ---- (l{, I{-ft' F) --- -------- ------ (ft) ----- - 5 5 - 6 lr -0 . 005 0 . 010 5 5 - 6 lr -0 . 005 3 . 8I0 6 6 - 7 l/ ` -0 . 005 0 . 010 � 6 6 - 7 l/ -0 . 005 3 . 810 7 7 - 8 l/ -0 . 005 0 . 010 7 7 - 8 l/ -0 ' 005 3 . 800 � 26 26 - 27 l, 0 . 011 O . 0l8 26 26 - 27 l/ 0 . 011 3 . 8OO 27 27 - 28 y 0 . 011 0 . 010 27 27 - 28 � y O . 0Il 3 . 810 28 28 - 29 lr 0 . 8I1 0 . 0I8 28 38 - 29 l/ 8 . 0II 3 . 810 39 29 - 30 l' 0 . 011 0 . OI0 � 29 29 - 30 y 0 . 0I1 3 . 810 30 30 - 31 l' 0 . 0Il 0 . 010 30 IO - 31 y 0 ' 0I1 3 . 810 � 31 31 - 32 l/ 0 . 011 0 . OIO 31 31 - 32 l/ 0 . 011 3 ' 8IU Member Distributed I^oods, BLC 3 : WIND PERPENDICULAR 1 , 70 y0PB C mm - - - --- --- - _ -_ -- --_- -_--_-- ---_- --- _------ ---_---- ---- _- -_--_--- -- _-----_---_ Memb Z J Start u� End Start Bzzd No Node Node Diz Magnitude Magnitude Location Location � --- --- --- - --- -- ---- - --- -- (I{/ft, F) - ---- (I{/ft, F) --------- (ft) - ------- - (ft) ---- 88 53 - 50 }{ 0 . 007 0 ' 007 0 . 000 Il ' O00 87 50 - I }[ 0 . 007 0 ' O87 0 . 000 2 . 0OO w� 92 55 - 52 }{ 0 . 005 | 0 . 005 0 . 0OO 11 . 000 91 52 - 33 }C O . 005 | 0 . 005 0 . O00 2 . 000 ' Member Point Loads, BLC 4 : WIND DEB 'ENDZCULAR ZZ ' MPH PB C / - -- - --- _- -_ - - -- - --- - --_--_--- - - --_---- --_--_--_--_-- _-- _- - --_-- -- - __-----_ -- {@emb Z J � NV Node Node Direction / Magnitude Location wm - -- - -- - -- - -- - -- - --- - ----- --------- -- -- - (K, K-ft' F) -- - --- -------- --- (�t) ------ i 26 25 27 '--' - y -0 . U0� 0 . 010 26 26 - 27 ' l/ -0 . 005 3 . 800 27 27 - 28 l/ _0 . 005 8 . 0I0 w� 27 27 - 28 y -0 . 005 3 . 810 28 28 - 29 l/ -0 . 005 0 . 010 28 28 - 29 l/ -0 . 805 3 . 8I0 29 29 - 30 y -0 . 085 0 . 010 29 29 - 30 l/ -0 . 005 3 . 810 30 30 - 31 y -0 . 005 8 . 0I0 30 30 - 31 }/ -0 . 005 3 . 810 31 31 - 32 y -8 . 005 0 . 010 �� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 9 122 Ra:ildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS Memb I J No Node Node Direction Magnitude Location ---------------- --- ---- --- -------- - ---- (K, K-ft , F) ----------- ---- - -- (ft) - - --- 7 7 - 8 Y -0 . 200 1 . 909 10 10 - 11 Y -0 . 200 1 . 909 11 11 - 12 Y -0 . 200 1 . 909 12 12 - 13 Y -0 . 200 1 . 000 13 13 - 14 Y -0 . 200 1 . 909 20 20 - 21 Y -0 . 200 1 . 909 21 21 - 22 Y -0 . 200 1 . 909 22 22 - 23 Y -0 . 200 1 . 909 23 23 - 24 Y -0 . 200 1 . 909 26 26 - 27 Y -0 . 200 1 . 909 27 27 - 28 Y -0 . 200 1 . 909 28 28 - 29 Y -0 . 200 1 . 909 29 29 - 30 Y -0 . 200 1 . 909 Member Distributed Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC ---------------- ------ ---- ------------ ----------- ---- ------ --- - - -- -- - --- - Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -- ---------------- -- -- --- (K/ft , F) ----- (K/ft, F) --------- (ft) --- ---- -- (ft) -- -- 33 2 - 34 Y -0 . 025 -0 . 025 0 . 000 1 . 990 34 34 - 35 Y -0 . 025 -0 . 025 0 . 000 4 . 400 35 35 - 36 Y -0 . 025 -0 . 025 0 . 000 6 . 400 36 36 - 39 Y -0 . 025 -0 . 025 0 . 000 15 . 400 A 37 39 - 40 Y -0 . 025 -0 . 025 0 . 000 6 . 399 38 40 - 41 Y -0 . 025 -0 . 025 0 . 000 4 . 400 39 41 - 16 Y -0 . 025 -0 . 025 0 . 000 1 . 990 40 18 - 42 Y -0 . 025 -0 . 025 0 . 000 1 . 990 41 42 - 43 Y -0 . 025 -0 . 025 0 . 000 4 . 400 42 43 - 44 Y -0 . 025 -0 . 025 0 . 000 6 . 399 43 44 - 47 Y -0 . 025 -0 . 025 0 . 000 15 . 399 44 47 - 48 Y -0 . 025 -0 . 025 0 . 000 6 . 400 45 48 - 49 Y -0 . 025 -0 . 025 0 . 000 4 . 400 46 49 - 32 Y -0 . 025 -0 . 025 0 . 000 1 . 989 Member Point Loads , BLC 3 : WIND PERPENDICULAR I , 70 MPH C Memb I J No Node Node Direction Magnitude Location - ---------- - -------- ---- -- ---- -------- - (K, K-ft, F) ------ ------ --- - - (ft) - ----- 2 2 - 3 y -0 . 005 0 . 010 2 2 - 3 y -0 . 005 3 . 810 3 3 - 4 y -0 . 005 0 . 010 3 3 - 4 y -0 . 005 3 . 810 P 4 4 - 5 y -0 . 005 0 . 010 4 4 - 5 y -0 . 005 3 . 810 W RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1.22 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA • M5K319F3 INTERMEDIATE FRAME ANALYSIS ---- --- ----------------- ------ - ----- Node Number Global X Global Y Moment --- -- - --- - -- ----------- - (K) ----------------- - (K) ------------ ------ (K-ft) - - -- 5 0 . 000 -0 . 008 0 . 000 6 0 . 000 -0 . 008 0 . 000 7 0 . 000 -0 . 008 0 . 000 9 0 . 000 -0 . 008 0 . 000 11 0 . 000 -0 . 008 0 . 000 12 0 . 000 -0 . 008 0 . 000 13 0 . 000 -0 . 008 0 . 000 14 0 . 000 -0 . 008 0 . 000 15 0 . 000 -0 . 008 0 . 000 17 0 . 000 -0 . 008 0 . 000 19 0 . 000 -0 . 008 0 . 000 20 0 . 000 -0 . 008 0 . 000 21 0 . 000 -0 . 008 0 . 000 22 0 . 000 -0 . 008 0 . 000 23 0 . 000 -0 . 008 0 . 000 25 0 . 000 -0 . 008 0 . 000 27 0 . 000 -0 . 008 0 . 000 28 0 . 000 -0 . 008 0 . 000 29 0 . 000 -0 . 008 0 . 000 30 0 . 000 -0 . 008 0 . 000 31 0 . 000 -0 . 008 0 . 000 33 0 . 000 -0 . 004 0 . 000 Nodal Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC -- - - - ------------- -- ----- ------ - --- - - --- ---- -- --- ---- ----- ---- --- --- Node Number Global X Global Y Moment ----- - -- - ---- -- ------- -- (K) ------- ---- ------ - (K) ----------------- - - (K-ft) - --- 3 0 . 000 -0 . 100 0 . 000 4 0 . 000 -0 . 200 0 . 000 14 0 . 000 -0 . 200 0 . 000 15 0 . 000 -0 . 100 0 . 000 19 0 . 000 -0 . 100 0 . 000 w* 20 0 . 000 -0 . 200 0 . 000 30 0 . 000 -0 . 200 0 . 000 31 0 . 000 -0 . 100 0 . 000 Member Point Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC --- - -- -------- --- ------ -- - - -- ------ -- ------------- --- -- - - -- - --- --- - Memb I J No Node Node Direction Magnitude Location - ---- ---- --- -- - - - ---- - --- -- --- --- - -- -- - (K - , K-ft, F) --------- ------- - (ft) -- - --- 4 4 5 Y -0 . 200 1 . 909 5 5 - 6 Y -0 . 200 1 . 909 6 6 - 7 Y -0 . 200 1 . 909 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 7 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS ---------- ------ ---- - ----- ---- ---- ---------- ------------ - -- ----------- ----- - - I i Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb ------------------ -- (ft) ----- (ft) ----- (ft) ---- ----- ---- - -------------- --- -- - 73 45 - 21 74 45 - 22 75 45 - 23 76 45 - 25 12 . 77 77 26 - 46 12 . 77 78 27 - 46 79 46 - 28 80 46 - 29 81 46 - 47 12 . 77 82 47 - 29 83 48 - 29 84 48 - 30 85 48 - 31 86 31 - 49 87 50 - 1 88 53 - 50 89 51 - 17 90 54 - 51 91 52 - 33 92 55 - 52 93 50 - 34 94 41 - 51 95 51 - 42 96 49 - 52 - -- --------------- ---- ---- -- -- - -- ---- -- -- -------- -- ---- -- -- ------- -- --- - - - - - BLC Basic Load Case Load Totals No . Description Nodal Point Dist . -- ---- ---------------- -- -- -- ------ - -- ----- -- --------- ---- -- -- --- -- -- - - - --- - - - 1 DEAD LOAD, 2 PSF 25 2 COLLATERAL LOAD, 200#/PP, 25#/BC 8 16 14 3 WIND PERPENDICULAR 1 , 70 MPH C 24 4 4 WIND PERPENDICULAR 11 , 70 MPH C 24 4 5 WIND PARALLEL, 70 MPH C 48 6 UNIFORM SNOW LOAD, 35 . 0 PSF 25 7 SAWTOOTH SNOW LOAD, 17 . 5-105 PSF 25 Nodal Loads, BLC 1 : DEAD LOAD, 2 PSF --------- ------------------------- - - - ------ -- ---- --- --- -- -- -- - - -- - --- - -- - - - - Node Number Global X Global Y Moment - -- --- --- -- -- -- ---- -- --- (K) -------- --- - - - - -- -- (K) - -- - - --- -- -- -- - - - - - (K--ft) -- -- 1 0 . 000 -0 . 004 0 . 000 3 0 . 000 -0 . 008 0 . 000 4 0 . 000 -0 . 008 0 . 000 RISA-2D (F) Version 3 . 03 Ludy Greenhouse Manufacturing Corp!'� Page C* 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS - - - ---- --- ---- -- - -- - -- - -- ----------- -------- ------ - ----------- ---- ---- ---- ---- I i Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb - ------ --- ---- --- -- - (ft) ----- (ft) --.--- (ft) ---- ------- ------- --- -- --- ------ -- 28 28 - 29 29 29 - 30 30 30 - 31 31 31 - 32 32 32 - 33 33 2 - 34 34 34 - 35 35 35 - 36 36 36 - 39 37 39 - 40 38 40 - 41 39 41 - 16 40 18 - 42 41 42 - 43 42 43 - 44 43 44 - 47 44 47 - 48 45 48 - 49 46 49 - 32 47 34 - 3 48 3 - 35 49 35 - 4 50 35 - 5 51 5 - 36 52 36 - 37 12 . 77 53 37 - 5 54 37 - 6 OW 55 37 - 7 56 37 - 8 12 . 77 57 10 - 38 12 . 77 58 38 - 11 59 38 - 12 60 38 - 13 61 38 - 39 1-2 . 77 62 39 - 13 63 13 - 40 64 40 - 14 65 40 - 15 66 15 - 41 67 42 - 19 68 19 - 43 69 43 - 20 70 43 - 21 71 21 - 44 72 44 - 45 12 . 77 m ' ]IZS7\-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 5 � 122 ElaiIclrnad Street ` New Madison, 0B 45346 5 /24 /05 � . WALMART-NORTHAMPTON, M& M5I{3I9F3 INTERMEDIATE FRAME ANALYSIS m _ _________ ___ __ _____ _____ ____ _ ___ ______ ___ _ ___ _ __ _______ _____ ___ ________ _ ___ ~ Z J I Releases J Brzd offsets No Node 0ncle Section x lr z x l' o Sec Svva}' Z J Length � --- ------ ---- -- - -------------- - -- ----------- ----- ----- (izz) --- - (iz/) ---- -- (ft) � 84 48 - 30 S 3 . 43 85 48 - 31 S 3 . 43 86 31 - 49 KBSTRUT � . 2 . 22 87 50 - I POSTl l 2 . 00 88 53 - 50 POSTl I1 . 00 89 51 - 17 POST2 l 2 . 00 � 90 54 - 51 POST2 1I . 00 91 52 - 32 P0SI1 I 2 . 00 92 55 - 52 DOS][I II . 00 � 93 50 - 34 KB I I 2 . 83 ` 94 41 - 51 KB l I 2 . 83 95 51 - 42 KB l I 2 . 83 96 49 - 52 KB I l 2 . 83 � � . � _ ____ _ ___ ____ __ ____ _______________ __________ __ ______ _ __ ________ ______ _ _ __ _ __ I J Dnbraoed LeoBtlza l{ Factors Bending Coefo m No Node Node Lb-in Lb-out Lc In Out Cm Cb i - --- --- -------------- (ft) ----- (ft) - - --- (ft) ------ - - ---------------- ---- - -- - -- I I - 2 � 3 2 - ] 3 3 - 4 4 4 - 5 5 5 - 6 � 6 6 - 7 ` 7 7 - 8 8 8 - 9 � 8 9 - 10 ~` 10 IO - lI II 11 - 12 � 12 12 - 13 13 13 - 14 14 14 - 15 15 15 - 16 � ` 16 IG - 17 ~ 17 17 - 18 IO 18 - lg � 19 19 - 20 20 20 - 21 , 21 21 - 22 22 22 _ 23 � ' 23 23 - 24 ~ 24 24 - 25 25 25 - 26 � 26 26 - 27 � 27 27 - 28 � ^ RISA-2D (�) Version 3 . 03 Ludy Greenhouse Manufacturing Corps Page 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS -- --- --- -- --- - - ----------- ------ -- -- --- ------ ---------------- ------ - --------- -- I i I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I i Length. --- ------ - -- - -- --- ---- -- -- --------- ---- ----------- ---- (in) -- - - (in) -- - - (ft) 39 41 - 16 BC 1 . 99 40 18 - 42 13C 1 . 99 41 42 - 43 13C 4 . 40m 42 43 - 44 BC 6 . 40 43 44 - 47 13C 1 1 15 . 40 44 47 - 48 BC 6 . 4Cm 45 48 - 49 BC 4 . 40 46 49 - 32 BC 1 . 99 47 34 - 3 KBSTRUT 2 . 22 48 3 - 35 S 3 . 43 49 35 - 4 S 3 . 43 50 35 - 5 S 6 . 391 51 5 - 36 S 5 . 70" 52 36 - 37 S 6 . 39 53 37 - 5 S 6 . 40 54 37 - 6 S 3 . 43■ 55 37 - 7 S 3 . 43 56 37 - 8 S 6 . 38 57 10 - 38 S 6 . 38 58 38 - 11 S 3 . 43m 59 38 - 12 S 3 . 43 60 38 - 13 S 6 . 40 61 38 - 39 S 6 . 39mm 62 39 - 13 S 5 . 70 63 13 - 40 S 6 . 39 64 40 - 14 S 3 . 43m 65 40 - 15 S 3 . 43 66 15 - 41 KBSTRUT 2 . 22 67 42 - 1-9 KBSTRUT 2 . 22 68 19 - 43 S 3 . 43 69 43 - 20 S 3 . 43 70 43 - 21 S 6 . 39 71 21 - 44 S 5 . 7000 72 44 - 45 S 6 . 39 73 45 - 21 S 6 . 40 74 45 - 22 S 3 . 43 75 45 - 23 S 3 . 43 76 45 - 25 S 6 . 39 77 26 - 46 S 6 . 38 78 27 - 46 S 3 . 43m 79 46 - 28 S 3 . 43 80 46 - 29 S 6 . 40 81 46 - 47 S 6 . 39m 82 47 - 29 S 5 . 70 83 48 - 29 S 6 . 39 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 3 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS ------ ---- ----------- --- - -- - --- ---- --- - ------ -- --- ---- -- -- ----- ----- - --- --- - Section Database Matl . Area Moment of As Y/Y Label Shape Set Inertia Coef ------ --- ------------ ------- ---------- (in^2) --- ------ (in-4) -- - ------ ------- - POST2 TU6X6X3 46 4 . 27 23 . 800 1 . 20 KBSTRUT 7X2X2 50 1 . 31 0 . 731 1 . 20 --- ----------- -- --- ---- - - ------------i---- ------------ --- ----- --- ------- ---- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I i Length ---------- - - -- --- -- ---- ------------------ ------------- (in) ---- (in) -- --- - (ft) 1 1 - 2 TC 1 0 . 01 2 2 - 3 TC 3 . 81, 3 3 - 4 TC 3 . 81 4 4 - 5 TC 3 . 82 5 5 - 6 TC 3 . 82 6 6 - 7 TC 3 . 81 7 7 - 8 TC 3 . 81 8 8 - 9 TC 1 0 . 01 9 9 - 10 TC 1 0 . 01 10 10 - 11 TC 3 . 81 11 11 - 12 TC 3 . 81 12 12 - 13 TC 3 . 82 13 13 - 14 TC 3 . 82 14 14 - 15 TC 3 . 81 15 15 - 16 TC 3 . 81 16 16 - 17 TC 1 0 . 01 17 17 - 18 TC 1 0 . 01 18 18 - 19 TC 3 . 81 19 19 - 20 TC 3 . 81 20 20 - 21 TC 3 . 82 21 21 - 22 TC 3 . 82 22 22 - 23 TC 3 . 81 23 23 - 24 TC 3 . 81 24 24 - 25 TC 1 0 . 01 25 25 - 26 TC 1 0 . 01 26 26 - 27 TC 3 . 81 27 27 - 28 TC 3 . 81 28 28 - 29 TC 3 . 82 29 29 - 30 TC 3 . 82 30 30 - 31 TC 3 . 81 31 31 - 32 TC 3 . 81 32 32 - 33 TC 1 0 . 01 33 2 - 34 2C 1 . 99 34 34 - 35 BC 4 . 40 35 35 - 36 BC 6 . 40 36 36 - 39 BC 1 1 15 . 40 37 39 - 40 BC 6 . 40 38 40 - 41 BC 4 . 40 � RI8A-2D (R) Version 2 . 03 Ludy Greenhouse Manufacturing Co - ' Page 122 BaiIdrood Street ' New Madison, UB �53�6 | 5/24/05 WALMAR][-NORTHAMPTON, MA � y05IC3I9F3 INTERMEDIATE FRAME ANALYSIS � - ----- -- -- -- --- ------- -------- - -- --- ------- ------ ----- --- --- --------------- - Node Bonzz(larl/ Conditions No }{-Coozcl Y-Coord }C-dof Y-dof Rotation Temp ., 8I ' 99 l3 . O0 0 . 00 33 82 00 l3 U0 ' _ . I 0 . 00 . 34 2 . 80 13 . 00 � 0 OO 35 6 ' 40 13 . 00 ^ ' 0 . 00 . 36 I2 ' 80 13 . 00 ' 0 . 00 . 37 16 . 65 18 . 10 ' 0 . 00W . 38 24 ' 35 18 . 10 ' 0 . 00 ' 39 28 . 20 13 . 00 ' 0 . 00 40 34 . 60 I3 O0 ' _ . 0 . 00 ' 41 39 ' 00 13 . 00 "m 0 . 00 . 42 43 . 00 13 . 00 ' 0 . 00 . 43 47 ' 40 13 . 00 ' 0 . 00 44 53 . 80 I3 00 ` . . 0 . 000 . 45 57 . 65 18 . 10 ' 8 80 ' 46 65 ' 35 18 . 10 ' 0 . 00 . 47 69 . 28 13 . 00 ' 0 . 00W . 48 75 ' 60 13 . 00 ' 0 . 00 49 80 80 l3 8O ' _ . 0 . 00 . 58 0 . 00 11 . 00 � ' 0 . 00 5I 41 . 00 Il U0 mw ' ' | 0 . 00 52 82 . 00 lI 0U ' . . 0 . 00 53 0 . 00 0 . 00 R O ' 0O 54 41 ' 00 0 . 00 R R 0 . 00"55 82 . 00 0 . 00 B B 8 ' O0 _ _ _ ___ __ __ ______ _ ___ _______ _____ _ __ ___ ______ __ ________ _________________ __ Material Elastic Poisson' s Thermal Weight Yield 8tr`~��se�� Label Modulus Ratio Coefficient Density Density (Fy) -- -- ----- ------- (Koi) --- -- - -- - -- -- -- ------ -- (F) ------- - (K/ft2) - ----- (Koi) -- -- 36 29000 . 00 0 . 30000 0 . 65000 ` . 490 36 . 000 45 29800 . 00 0 . 30008 0 . 65000 0 . 490 45 ' 0OO 46 29000 . 00 0 . 30000 8 . 65000 0 . 490 45 ' 0O8 50 29008 . 00 0 . 30008 0 . 65808 0 . 498 5U ' 0UO 55 29000 . 00 8 . 30000 0 . 65000 0 . 490 55 ' 8O0 60 29000 . 00 0 . 30000 0 . 65000 0 . 490 60 ' O0U -- - - -_ ---- --- - - -- --- -_ ----_- ------- --- ---- _- ----_- -- -- __ -- ----_--- ---_ --- --- Section Database Matl ' Area Moment of As l,/}/ Label Shape Set Inertia Coef ' - - -- -- -- -- -- -- --- ----- ----- -- -- - ------- (izz^2) ---- ---- - (iu^4) - --------- - ---- -- �� IC 7}{2X2 50 1 . 31 0 ' 73I 1 . 20 BC J\IllC2X2 60 0 . 87 0 . 497 1 . 20 S j�I5X2}{2 60 0 . 54 0 . 326 1 . 20 MR KB 7}C2X2 50 1 . 31 0 . 731 1 . 20 POSIl j�l3X4X4 55 1 . 48 3 . 774 I ' 2O �� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F3 INTERMEDIATE FRAME ANALYSIS Units Option US Standard AISC Code Checks 9th Edition ASD Shear Deformation: Yes P-Delta Effects Yes Redesign No Edge Forces No A. S . I . F. 1 . 333 Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp . ------ -- -- - (ft) ---- ---- (ft) ----- (in, x:/in) -- - - (in, K/in) --- (r, K-ft/r) -- -- - (F) - 1 0 . 00 13 . 00 1 0 . 00 2 0 . 01 13 . 00 0 . 00 3 3 . 42 14 . 70 0 . 00 4 6 . 83 16 . 40 0 . 00 5 10 . 25 18 . 10 0 . 00 6 13 . 67 19 . 80 0 . 00 7 17 . 08 21 . 50 0 . 00 8 20 . 49 23 . 19 0 . 00 9 20 . 50 23 . 20 1 0 . 00 10 20 . 51 23 . 19 0 . 00 11 23 . 92 21 . 50 0 . 00 12 27 . 33 19 . 80 0 . 00 13 30 . 75 1.8 . 10 . 0 . 00 14 34 . 17 16 . 40 0 . 00 15 37 . 58 1.4 . 70 0 . 00 16 40 . 99 13 . 00 0 . 00 17 41 . 00 13 . 00 1 0 . 00 18 41 . 01 13 . 00 0 . 00 19 44 . 42 14 . 70 0 . 00 20 47 . 83 16 . 40 0 . 00 21 51 . 25 18 . 10 0 . 00 22 54 . 67 19 . 80 0 . 00 23 58 . 08 21 . 50 0 . 00 24 61 . 49 23 . 19 0 . 00 25 61 . 50 23 . 19 1 0 . 00 26 61 . 51 23 . 19 0 . 00 27 64 . 92 21 . 50 0 . 00 28 68 . 33 19 . 80 0 . 00 29 71 . 75 18 . 10 0 . 00 30 75 . 17 16 . 40 0 . 00 31. 78 . 58 14 . 70 0 . 00 INTERMEDIATE FRAME ANALYSIS Frame No. 3 T1 Allowable stresses are not exceeded for any required loading combinations utilizing the following member sizing. Members Sizes Posts First Post 4" Sq. 13Ga. Tube Second Post 6" Sq. 3/16" Tube Third Post 4" Sq. 13Ga. Tube " T1 Top Chord 2" Sq. 7Ga. Tube Bottom Chord 2" Sq. 11 Ga. Tube Strut 2" Sq. 15Ga. Tube KB Strut 2" Sq. 7Ga. Tube W, Knee Braces All knee braces 2" Sq. 7Ga. Tube � IlZSA-2D (Fl) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page I7 m 122 BaiIclroad Street , New Madison, OH 45346 5 /24 /05 WALMART-NORTHAMPTON, MA D85K3I9F2 INTERMEDIATE FBJQMB ANALYSIS m _________ _____ ___ __ ____________ _______ ___ ___ ________ __ _ ______ ______ ___ _ ---- - ~ Node Global I{ Global Y Rotation � -------------- ----- (io) ------I,C------- - -- (io) -------Z,C----------- (rad) --- - -Z,C- � . 53 max 0 . 00000 Il 0 . 00000 13 0 . 0 38I0 8 rnixz -0 ' 00000 8 -0 . 00000 2 -0 . 03I63 10 � 54 max 0 ' 08000 7 ~ 0 ' 00000 13 0 . 03027 8 roizz -0 ' 00000 8 ~ -0 . 00000 2 -0 ' 03230 IO 55 max 0 . 00000 10 0 . 08000 13 0 . 02982 8 rnirz -8 ' O0000 12 -0 . 00000 2 -0 . 04051 ]0 � . . � ENVELOPE SOLUTION Reactions � -_- _--_-_--- --_----_---_--_---- ------_--- --_-__- ----------- -------_ -- -- - --- - : ' Node Global X Global Y Moment � --- ------ -------- -- - (I{) ------LC---------- - (I{) ------LC---------- (I{-ft) ----I,C- 53 max 0 ' 77373 8 I0 ' 92538 2 0 . 00000 I 1 rnizz -0 ' 75030 Il -0 . 6I278 13 0 . 00000 l � 54 max I ' 543II 8 35 76878 2 0 U00OO I � � . . . min -I . 54332 7 -I . 43698 13 0 ' 00000 l � 55 nzaz 0 . 75036 12 10 . 92433 2 0 . 00000 I � nzio -0 ' 79972 10 -0 . 6135I 13 0 ' 00000 I � � - ' � � ' ` � , ^ � , � � � � ` � � ^ � w 8ISA-21) R) Version 303 - Greenhouse�ee�boo�a Manufacturing �o� ' ' 122 Ilail(lroad Street Page New Madison, 0B �S346 | S/24 /05 . . WALMABI-NORTHAMPTON, MA m M5}{3I9F2 INTERMEDIATE FRAME ANALYSIS -- - -- _ -_- _ -------- - - -_--- --------_--------- - -- - _- - -___-----------_- _--_-_---~ Node Global 2{ Global Y Rotation -- - --- --- ---- -- ---- (izz) -- -- --LC--- --- ---- (in) - - -- --Z,C---------- (rad) -----LC_0 31 max 3 . 34800 10 0 . 02787 lI.- 0 . 00538 6 min -3 . 03178 8 -0 . 37I50 6 -O ' 8O038 13 32 max 3 . 41404 10 0 ' O0I6I I3 0 ' OI079 min 2 9�4S8 8 ` ' -0 . 02697 6 -0 . 00108 Il 33 max 3 . 41405 IO 0 . 00153 13 O ' OOUO0 I min -2 . 9445I 8 -0 . 02550 6 U ' 0U00O I m 34 max 3 . 14632 10 8 ' 02426 12 0 ' 0O050 12 min -3 . I8957 8 -0 ' 26670 5 -O ' OO75I 5 35 max 3 . 17342 20 0 . 03365 13 8 ' 00Ul9 13 min -3 . 17475 8 -0 ' 5III4 5 -U ' OU332 6 � 36 max 3 . 20287 IO 0 . 04I18 13 O ' 000I7 13 min -3 . I50I7 8 -0 . 61616 5 -0 . 00091 6 37 max 3 . 26382 lO 0 . 04548 Il 0 ' U003I 7 � min -3 . 08319 8 -0 ' 66780 2 -0 ' 00032 8 38 max 3 . 14I85 10 0 ' 03898 13 0 ' 0OIOl 3 min -3 . I7972 8 -0 . 66345 6 -8 ' 00025 12 39 max 3 . 24270 IO 0 . 03277 13 8 ' 00I67 5 � min -3 . 10611 8 -0 ' 5842I 6 -0 ' 00O23 13 40 max 3 . 26380 10 0 ' 06002 Il O ' 00428 5 min -3 . 07910 O -0 . 40964 6 -0 ' 0O023 l] � 41 max 3 . 25671 IO 0 ' 05837 II 0 . 00502 6 min ] O6I�7 8 ' - . -O . I3905 6 -0 . 00125 II 42 max 3 ' 26704 IO 0 . 05839 12 O ' OOl25 12 � min -3 . C5484 8 -0 . I3882 5 -0 ' O05UI 5 43 max 3 . 28729 10 0 ' 06803 12 O ' 00U23 13 min -3 . O6364 8 -0 ' 40882 5 -O ' O0426 G 44 msz�u 3 ' 31888 10 0 . 03269 13 U ' 0OO23 I] wv min -3 ' 04669 8 -0 ' 58265 5 -O ' O8l68 6 45 mn}�o 3 . 4006I 10 0 ' 03987 13 O ' U003I II min -2 . 95659 8 -0 ' 66094 5 -0 ' 80077 4 »� 46 max 3 . 29265 10 0 ' 04540 13 0 ' 0O04I IO min -3 ' 06570 8 -0 . 66665 2 -O ' UO03I 8 47 m���c 3 . 36587 10 0 . 04II2 13 0 ' 0009I 5 min -3 . 00988 8 -0 ' 61526 6 -0 ' 0OOI7 13 48 max 3 . 39I50 IU 0 ' 8336I 13 O ' UU332 5 min -2 ' 98179 8 -0 ' 51068 6 -O ' 000I9 13 49 max 3 . 40663 10 0 . 02424 II O ' O875I 6 m� min -2 . 95585 8 -0 . 26655 6 -O ' 0005I lI 50 max 2 . 97886 10 0 . 00I3I 13 0 ' 00349 12 min -3 . 27278 8 -8 . 02I72 2 -U ' 00g73 5 51 max 3 . 17048 lU 0 . 00162 13 0 ' 0O674 8 min -2 . 97I98 8 -0 ' 03804 2 -O ' 807l7 lO 52 max 3 . 49271 10 0 . 0013I 13 8 ' O0972 6 min -2 . 79696 8 -0 . 02172 2 -O ' 00349 II �� IlZSA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 15 122 IlaiIclzoad Street New Madison, 0B 45346 5/24 /05 WALDART-NORTHAMPTON, M& D05}{3I9F2 INTERMEDIATE FRAME ARALYSZS ------- ----- -------- - - ------ --------- --- --- ------- ------- --- --- - ------- ----- Node Global X Global Y Rotation / ------ ----------- -- (izz) ------LC---------- (io) ---- --I^C----- -- --- (zacl) -----LC- 9 mar 3 . 15944 IO 0 . 03050 IJ 0 ' 00000 l min -3 . 12214 8 -0 . 53246 6 0 . 00000 l 10 max 3 ' lS928 10 ` 0 . 03054 13 0 . 00035 II ! ` nuizz -3 . I2236 8 -0 . 533I2 6 -0 . 00499 6 II max 3 . 1259I IO 0 ' 04054 13 0 . 00030 II min -3 ' I7287 8 -0 . 66707 6 -0 . 00I48 6 | 12 max 3 . 12588 10 0 . 039I6 13 0 . 00I75 5 min -3 . 18375 8 -0 ' 65701 6 -0 ' 00018 12 13 max 3 . I5350 IO 0 ' 04079 II 0 . 00273 5 ' min -3 . I6945 8 -0 . 54158 6 -0 . 00020 12 14 max 3 . 18806 10 0 ' 05996 lI 0 . 00392 5 ' min -3 . I5786 8 -0 . 43855 5 -0 . 00023 13 15 max 3 . 2360I 10 0 ' 06593 Il 0 . 00522 6 � min -3 . I2276 8 -0 . 24054 5 -0 . 00036 II ` 16 nx*x 3 . 25679 10 0 . 00150 13 0 . 00436 6 m` rz -3 ' 05366 8 -0 . 03682 6 -0 . 00273 Il * 17 max 3 . 25685 IO 0 . 00149 13 0 . 00000 l � min -3 . 05365 8 -0 . 03647 2 0 . 00000 I 18 max 3 . 25687 IO 0 . 00150 13 0 . 00273 12 o min -3 ' 05360 8 -0 . 0368I 5 -0 . 00480 10 19 max 3 . 33870 10 0 . 06595 12 0 . 00036 12 ' min -3 . 04249 8 -0 . 24013 5 -0 . 0052I 5 20 max 3 . 38094 10 0 . 05998 12 0 . 00024 13 w ' min -3 . 00232 8 -0 . 43764 5 -0 . 00389 5 ' 21 nnsx 3 . 38956 IO 0 . 04079 12 0 . 00020 Il min -2 . 96652 8 -0 . 54034 5 -0 . 00284 5 � 22 max 3 . 40305 10 0 . 03905 13 0 . 00017 Il , min -2 . 9398I 8 -0 . 65424 S -0 . 00176 6 23 max 3 ' 388I7 IO 0 . 04043 13 0 . 00I39 5 � min -2 . 93637 8 -0 ' 56453 5 -0 . 00030 12 24 max 3 . 32753 lO 0 . 03850 13 8 . 00509 5 ^' min -2 . 95997 8 -0 ' 53227 5 -0 . 00036 12 25 max 3 . 32727 IO 0 . 03046 13 0 . 00000 I � ` min -2 . 960I0 8 -0 . 53I68 5 0 . 00000 I � 26 max 3 . 32710 IU 0 . 03052 I3 0 . 00076 lI min -2 . 96040 8 -0 . 53229 5 -0 . 00582 4 � 27 max 3 . 29015 IU 0 . 04557 13 0 . 00048 II � ' min -3 '03413 8 -0 . 66841 2 -0 . 00220 4 ° 28 max 3 . 28444 10 0 . 04703 13 0 . 00109 5 n�irz -3 . 05852 8 -O 676I] G -O OOOI5 12 � . . . - 29 nz�� � 29974 IO O 03�S9 l3 O 0UI85 5 � . . . ° min -3 . 05459 8 -0 . 59362 6 -0 . 00011 12 30 roaz 3 . 31452 I0 0 . 03548 l] 0 . 00279 5 � min -3 . 06030 8 -0 . 53340 6 -0 . 00017 I] � RISA-2D (R.) Version 3 . 03 Ludy Greenhouse Manufacturing Coro. Page 14, 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F2 INTERMEDIATE FRAME ANALYSIS -- ---- -- ----- - ---- - - ------------- ------ ------- ------ - --- ---------------- Node Number Global X Global Y Moment --- --- --- ----- ----- - -- -- (K) ---- --- ------- -- - - (K) ----- - -- -- -- --- -- - (K-ft) --- - 29 0 . 000 -0 . 120 0 . 000 30 0 . 000 -0 . 120 0 . 000 31 0 . 000 -0 . 120 0 . 000 ' 33 0 . 000 -0 . 060 0 . 000 -- -- ------------- -- ---- -------------------- ------------- -- -- ----------------. Load Combination Self: Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ----- -------- ---- -- - ---- - ---- ----- ---- ----- - ------ --- --- -- - - - --------- ----- 1 DL+CL+USL Y - 1 1 12 2 1 6 12 Y 2 DL+CL+SSL Y - 1 1 1.2 2 1 7 12 Y 3 DL+CL+USL+ . 5WLPE1 Y - 1 1 12 2 1 6 12 3 6 Y Y 4 DL+CL+USL+ . 5WLPE2 Y - 1 1 12 2 1 6 12 4 6 Y Y 5 DL+CL+SSL+ . 5WLPE1 Y - 1 1 12 2 1 7 12 3 6 Y Y 6 DL+CL+SSL+ . 5WLPE2 Y -1 1 12 2 1 7 12 4 6 Y Y 7 DL+CL+ . 5USL+WLPE1 Y - 1 1 12 2 1 6 6 3 12 Y Y „ 8 DL+CL+ . 5USL+WLPE2 Y - 1 1 12 2 1 6 6 4 12 Y Y 9 DL+CL+ . 5SSL+WLPE1 Y - 1 1 12 2 1 7 6 5 12 Y Y 10 DL+CL+ . 5SSL-+WLPE2 Y -1 1 12 2 1 7 6 3 12 Y Y 11 . 67DL+WLPE1 Y -1 1 8 . 04 3 12 Y Y 12 . 67DL+WLPE2 Y -1 1 8 . 04 4 12 Y Y 13 . 67DL+WLPA Y -1 1 8 . 04 5 12 Y Y e ENVELOPE SOLUTION Nodal Displacements - - ---- - -- - --- ------- -- ----- --- --------- - ----------- -- -- -- -- -- --------- ------- � Node Global X Global Y Rotation - - -------- --- ---- -- (in) -- ----LC-------- --- (in) - - -- --LC------- --- (rad) -----LC- 1 max 3 . 13448 10 0 . 00152 13 0 . 00000 1 min -3 . 19680 8 -0 . 02550 5 0 . 00000 1 2 max 3 . 13448 10 0 . 00161 13 0 . 00108 12 min -3 . 19679 8 -0 . 02697 5 -0 . 01080 5 3 max 3 . 22653 10 0 . 02790 12 0 . 00038 13 min. -3 . 13481 8 -0 . 37175 5 -0 . 00539 5 4 max 3 . 25718 10 0 . 03551 13 0 . 00018 13 ., min -3 . 10282 8 -0 . 53390 5 -0 . 00279 6 5 max 3 . 25269 10 0 . 03963 13 0 . 00011 11 min -3 . 09029 8 -0 . 59436 5 -0 . 00186 6 6 max 3 . 25790 10 0 . 04709 13 0 . 00015 11 min -3 . 07689 8 -0 . 67715 5 -0 . 00110 6 7 max 3 . 23411 10 0 . 04565 13 0 . 00220 3 min -3 . 08388 8 -0 . 66965 2 -0 . 00047 12 8 max 3 . 15974 10 0 . 03056 13 0 . 00584 3 min -3 . 12196 8 -0 . 53307 6 -0 . 00076 12 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 13 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F2 INTERMEDIATE FRAME ANALYSIS --- --- - -- - -- ------------- -- --- -- --------------- - ----- --- - - ----- ----- - - - -- --- Node Number Global X Global Y Moment: --- --- --- --- ------------ (K) -------- ------ ---- (K) - - ---------- --- --- (K-ft) - -- - 11 0 . 000 -0 , 120 0 . 000 12 0 . 000 -0 . 120 0 . 000 13 0 . 000 -0 . 120 0 . 000 14 0 . 000 -0 . 120 0 . 000 15 0 . 000 -0 . 120 0 . 000 17 0 . 000 -0 . 120 0 . 000 19 0 . 000 -0 . 120 0 . 000 20 0 . 000 -0 . 120 0 . 000 21 0 . 000 -0 . 120 0 . 000 22 0 . 000 -0 . 120 0 . 000 23 0 . 000 -0 . 120 0 . 000 25 0 . 000 -0 . 120 0 . 000 27 0 . 000 -0 . 120 0 . 000 28 0 . 000 -0 . 120 0 . 000 29 0 . 000 -0 . 120 0 . 000 30 0 . 000 -0 . 120 0 . 000 31 0 . 000 -0 . 120 0 . 000 33 0 . 000 -0 . 060 0 . 000 Nodal Loads, BLC 7 : SAWTOOTH SNOW LOAD, 17 . 5-105 PSF --- -- - ---- --- ------------- -- ---- ---- -- -- ------ ---------- ---- ------ ---- - -- --- Node Number Global X Global Y Moment ------ ------ ----------- - (K) --- -- ---- -- -- ----- (K) ---- ---- ------- --- (K-ft) - -- - 1 0 . 000 -0 . 060 0 . 000 3 0 . 000 -0 . 120 0 . 000 4 0 . 000 -0 . 120 0 . 000 5 0 . 000 -0 . 120 0 . 000 6 0 . 000 -0 . 120 0 . 000 7 0 . 000 -0 . 120 0 . 000 9 0 . 000 -0 . 098 0 . 000 11 0 . 000 -0 . 109 0 . 000 12 0 . 000 -0 . 160 0 . 000 13 0 . 000 -0 . 209 0 . 000 14 0 . 000 -0 . 259 0 . 000 15 0 . 000 -0 . 309 0 . 000 17 0 . 000 -0 . 342 0 . 000 19 0 . 000 -0 . 309 0 . 000 20 0 . 000 -0 . 259 0 . 000 21 0 . 000 -0 . 209 0 . 000 22 0 . 000 -0 . 160 0 . 000 23 0 . 000 -0 . 109 0 . 000 25 0 . 000 -0 . 098 0 . 000 27 0 . 000 -0 . 120 0 . 000 28 0 . 000 -0 . 120 0 . 000 " RZ8A-2D R) Version 3 ' 03 Ludy Greenhouse Manufacturing Cor Page 122 flaiIdzoad Street | | New Madison, OH 45346 5 /24 /05 WALMART-NORTHAMPTON, MA � M5l{319F2 INIIIBMBDZJ\TE FRAME ANALYSIS o -- - -- - - -- ------------ -- ----- ------- - ------------------ ---- --- ---------------- Memb I J No Node Node Direction Magnitude Location --- - - - ------- ------ - --- ---- ------------ (}I, lI-ft, F) -------- - -- --- --- (ft) --- --- " 12 12 - 13 y 0 . 011 0 . 0I0 12 12 - 13 lr 0 ' 0II 3 ' 8I0 13 13 - 14 l/ ` 0 . 0I1 0 . 010 ^ 13 13 - 14 l/ 0 . 0I1 3 ' 8I0 14 14 - 15 y 0 . 0II 0 . 0I0 14 14 - 15 l/ 8 . 0II 2 . 8l8 " 15 15 - 16 l/ 0 . 01I 0 . 0I0 15 15 - 16 l, 0 . 011 3 . 810 18 18 - 19 lr 0 . 01I 0 . 0I0 18 18 - 19 }' 0 . 011 3 . 810 ° 19 19 - 20 )r 0 . 0I1 0 . 0I0 19 19 - 28 lr 0 . 0II 3 . 810 20 20 - 21 }r 0 . 01I 0 . 010 � 20 20 - 21 l/ 0 . 0II 3 . 8I0 21 21 - 22 lr 0 . 0II 0 . 0I0 21 21 - 22 l/ 0 . 011 3 . 81-0 m 22 22 - 23 y 0 . 01I 8 . 0I0 23 22 - 23 l' 0 . 011 3 ' 8I0 23 23 - 24 l, 0 . 01I 0 . 0I0 23 23 - 24 y 0 . 0II 3 . 800 w 26 26 - 27 y 0 . 011 0 . 010 26 25 - 27 y 0 . 8I1 3 . 800 27 27 - 28 y 0 . 01I 0 . 01.0 � 27 27 - 28 y 0 . 0I1 3 . 810 28 28 - 29 l/ 0 . 01I 0 . 0I0 28 28 - 29 l/ 0 . 011 3 . 810 w 28 29 - 30 l/ 0 . 011 0 ' 8I0 29 29 - 30 l/ 0 . 01I 3 . 810 30 30 - 31 l' 0 . 0I1 0 . 0I0 30 30 - 31 w l/ 0 . OII 3 ' 8I0 31 31 - 32 }/ 0 . 01I 0 . 010 31 31 - 32 y 0 . 81I 3 . 8I0 � Nodal Loads, BL2 6 : UNIFORM SNOW LOAD, 35 . 0 P8F __ _ __ ____ _ _ ____ __ ______ ____ ____ __ _____ __________ _______ __ _______________ ____ Node Number Global X Global Y Moment � --- - - ----- - ---- - - - - - ---- (f{) --- - --- -- - ------- - (I{) -------- ---------- (I{-ft) - --- l 0 . 000 -0 . 060 0 . 000 3 0 . 008 -0 . I20 0 . 000 � 4 0 . 000 -0 . I20 8 . 000 5 0 . 000 -0 . I20 0 . 000 6 0 . 000 -0 . I20 0 . 000 � 7 0 . 000 -0 . I20 0 . 800 9 0 . 000 -0 . I20 0 . 000 � RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 11 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F2 INTERMEDIATE FRAME ANALYSIS --- ------- --------- ----- - ------------------- ----- --- ----- - ----- - -- ---- - - --- -- Memb I J No Node Node Direction Magnitude Location --- - ---------------- - -- ---------------- (K, K-ft, F) - --- ------- ---- -- (ft) - ----- 31 31 - 32 y -0 . 005 3 . 810 2 2 - 3 y 0 . 011 0 . 010 2 2 - 3 y 0 . 011 3 . 810 3 3 - 4 y 0 . 011 0 . 010 3 3 - 4 y 0 . 011 3 . 810 4 4 - 5 y 0 . 011 0 . 010 4 4 - 5 y 0 . 011 3 . 810 5 5 - 6 y 0 . 011 0 . 010 5 5 - 6 y 0 . 011 3 . 810 6 6 - 7 y 0 . 011 0 . 010 6 6 - 7 y 0 . 011 3 . 810 7 7 - 8 y 0 . 011 0 . 010 7 7 - 8 y 0 . 011 3 . 800 Member Distributed Loads, BLC 4 : WIND PERPENDICULAR II , 70 MPH C ------ ---------- ---- --- --- -- -- -------- -------- -- - --- ------------------ - - ----- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -- ---- --- ---------- ------ (K/ft , F) ----- (K/ft, F) -- -- -- - -- (ft) ---- - - - -- (ft) -- -- 92 55 - 52 X -0 . 007 -0 . 007 0 . 000 11 . 000 91 52 - 33 X -0 . 007 -0 . 007 0 . 000 2 . 000 88 53 - 50 X -0 . 005 -0 . 005 0 . 000 11 . 000 87 50 - 1 X -0 . 005 -0 . 005 0 . 000 2 . 000 Member Point Loads, BLC 5 : WIND PARALLEL, 70 MPH C ------ --- ---- --- --- - -- - --- -- ---------- -- ----- ---- --- - -- ----- --- --- -- - - - - -- -- Memb I J No Node Node Direction Magnitude Location --- - -- --- - -- --- - ------- - ------- ----- -- - (K, K-ft, F) -- ------ - -- --- --- (ft) - i 2 2 - 3 y 0 . 011 0 . 010 2 2 - 3 y 0 . 011 3 . 810 3 3 - 4 y 0 . 011 0 . 010 3 3 - 4 y 0 . 011 3 . 810 4 4 - 5 y 0 . 011 0 . 010 4 4 - 5 y 0 . 011 3 . 810 5 5 - 6 y 0 . 011 0 . 010 5 5 - 6 y 0 . 011 3 . 810 6 6 - 7 y 0 . 011 0 . 010 6 6 - 7 y 0 . 011 3 . 810 7 7 - 8 y 0 . 011 0 . 010 7 7 - 8 y 0 . 011 3 . 800 10 10 - 11 y 0 . 011 0 . 010 10 10 - 11 y 0 . 011. 3 . 800 11 11 - 12 y 0 . 011 0 . 01.0 11 11 - 12 y 0 . 011 3 . 810 RISA-2D Il) Version 3 . 02 Ludy Greenhouse Manufacturing Co . Page ' lei l22 I{aildz�oa�� Street 7 ' | New Madison, OH 45346 , 5/24 /85 WALMABT-NORTHAMPTON, MA ^ y45l{3I8F2 INTERMEDIATE FRAME ANALYSIS ° - ---------- -- - --- ----------- --- --------- -------------------- --- ------------- Memb Z J No Node Node Direction Magnitude Location --- - ---- ------- -- --- ------ --- ----- -- --- (I{, I{-ft , F) --------- -- --- - -- (ft) ------ v 5 5 - 6 y -O . 005- 0 . 010 S 5 6 ' y -U ' 00�- 3 . 810 6 6 7 ' y ` -8 . 005- 0 . 010 m 6 6 7 ' l/ -O . O0� 3 . 810 7 7 - O y -0 . 005 O ' 0I0 - 7 7 8 ' l/ -D ' 0O5- 3 . 800 o 26 26 27 ' l' 0 . OIl 0 . 010 26 26 - 27 ' l' 0 . 0lI 3 . 800 27 27 - 28 ' }' U . UII 0 . 010 27 27 28 a - l/ O . 8II 3 8lU 28 28 28 ' - l/ 0 . 0lI 0 . 010 28 28 - 29 ' l/ 0 . 0Il 3 . 810 29 29 - 30 ' }/ O . OlI 0 . 010 0 29 29 - 30 ' l' O . 0ll 8I0 - � 3U 3U 3l ' l' 0 . OII 0 . 010 30 30 - 31 ' l/ 0 . OII 3 . 810 2I 31 - w 32 y 0 . UII 0 . 010 31 31 - 32 ' l/ U . OII 3 . 810 Member Distributed Loado, BLC 3 : WIND PERPENDICULAR Z, 70 MPH C � --- ---- --- - --- - -- --- ------ - ---- --- --------- --- --------------- --- -- ---------- Memb Z J Start End Start End No Node Node Diz Magnitude Magnitude Location Location � - -- - ----- - --- -- - - ------ -- (I{/ft, F) ----- (f{/ft , F) ---- ----- (ft) - --- ---- - (ft) - -_- 88 53 - SU l{ 0 . 007. 0 . 007 0 . 000 11 . 000 87 50 - I }{ 0 . 007 8 . 007 0 ' 000 2 ' OOO � 92 55 - 52 x O . U05 0 ' 005 0 . 000 II ' 008 91 52 - 33 l{ 0 . 005 0 ' 005 0 . 008 2 ' O8O Member Point Loads, 8LC 4 : WIND PERPENDICULAR ZZ, 70 MPH C � ________ _ _ __ _ _ _ __ __ _ __ _________ ___ ____ ________ ____ __ __ __________ D0emb I J --- - -- --- --- No Node 2Jocle Direction Magnitude Location � - - - -- - ---- -- - - - -- --- ----------- - -- - --- - (I{, I{-ft, F) - -- ---- ---- ------ (ft) --- --- 26 26 - 27 l/ -0 . 085 0 . 010 - 26 26 27 ' y -0 . 005 3 . 800 27 27 - 28 ^� }/ -0 . UO5 0 . 010 - 27 27 28 ' l/ -0 . 0O5 3 . 810 - 28 28 29 ' y -0 . 005 0 . 010 - 28 28 29 ' Y -O . O0S 3 . 810 - o� 29 2� I0 y -0 . 005 0 . 010 - 29 29 ]0 ' l/ -0 . 005 3 . 810 - 30 30 31 ' l/ -0 . 005 UO5 0 0IO - 3O 3O 3l ' l/ -0 . 005 3 . 810 - 31 31 33 ' l/ -0 . 005 0 . 010 �� RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 9 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F2 INTERMEDIATE FRAME ANALYSIS ----- ----- -- -- ----------- --- ------- -- ----- - ---- ---- -------- -- -- -- ------ - --- - - Memb I J No Node Node Direction Magnitude Location --- ----- ----- - --- ------ - ---- -- --- --- -- - (K, K-ft , F) -------- --------- (ft) - ---- - 7 7 - 8 Y -0 . 200 1 . 909 10 10 - 11 Y -0 . 200 1 . 909 11 11 - 12 Y -0 . 200 1 . 909 12 12 - 13 Y -0 . 200 1 . 000 13 13 - 14 Y -0 . 200 1 . 909 20 20 - 21 Y -0 . 200 1 . 909 21 21 - 22 Y -0 . 200 1 . 909 22 22 - 23 Y -0 . 200 1 . 909 23 23 - 24 Y -0 . 200 1 . 909 26 26 - 27 Y -0 . 200 1 . 909 27 27 - 28 Y -0 . 200 1 . 909 28 28 - 29 Y -0 . 200 1 . 909 29 29 - 30 Y -0 . 200 1 . 909 Member Distributed Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC ---- -- --------------- ----- - -- ------- --- -- ---------- -- ------ -- -- -- ------- --- -- ! Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------- ---- - -- -------- - - (K/ft , F) ----- (K/ft , F) ---- ----- (ft) - - ------- (ft) - - -- i 33 2 - 34 Y -0 . 025 -0 . 025 0 . 000 1 . 990 34 34 - 35 Y -0 . 025 -0 . 025 0 . 000 4 . 400 35 35 - 36 Y -0 . 025 -0 . 025 0 . 000 6 . 400 36 36 - 39 Y -0 . 025 -0 . 025 0 . 000 15 . 400 37 39 - 40 Y -0 . 025 -0 . 025 0 . 000 6 . 399 38 40 - 41 Y -0 . 025 -0 . 025 0 . 000 4 .400 39 41 - 16 Y -0 . 025 -0 . 025 0 . 000 1 . 990 40 18 - 42 Y -0 . 025 - 0 . 025 0 . 000 1 . 990 41 42 - 43 Y -0 . 025 -0 . 025 0 . 000 4 . 400 42 43 - 44 Y -0 . 025 -0 . 025 0 . 000 6 . 399 43 44 - 47 Y -0 . 025 -0 . 025 0 . 000 15 . 399 44 47 - 48 Y -0 . 025 -0 . 025 0 . 000 6 . 400 45 48 - 49 Y -0 . 025 -0 . 025 0 . 000 4 . 400 46 49 - 32 Y -0 . 025 -0 . 025 0 . 000 1 . 989 Member Point Loads, BLC 3 : WIND PERPENDICULAR I , 70 MPH C Memb I J No Node Node Direction Magnitude Location ------ ------- -- -- --- - -- --- -- ------- ---- (K, K-ft, F) --- - -- - - - -- - - (ft) - -- - -- 2 2 - 3 y -0 . 005 0 . 010 2 2 - 3 y -0 . 005 3 . 810 3 3 - 4 y -0 . 005 0 . 010 3 3 - 4 y -0 . 005 3 . 810 4 4 - 5 y -0 . 005 0 . 010 4 4 - 5 y -0 . 005 3 . 810 ' / . IlZ3&-21) (B) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page . 2.I22 Ilaildroad Street | ' New Madison, OH 453�6 5/24/O5 WALM&RT-NORTHAMPTON, MA . M5}{319F2 Z0TEBK0EDZJ\TE FRAME ANALYSIS / -- - - - - ---- ---- - ---- - - ---- --- ------------ ------- ----------- ------ ---- -------- Node Number Global X Global Y Moment - - - - - --- -- ------- ------- (]I) ---- ------------- - (I{) -- -------- ------ - - (]I_ft) ---- o S 0 . 000 -0 ' 008 0 ' 080 6 0 . 000 -0 . 008 0 . 000 7 0 . 000 ^ -0 . 008 0 . 808 " 9 0 ' 000 -0 . 088 0 . 000 lI 0 . 000 -8 . 008 0 . 000 12 8 . 000 -0 . 008 0 . 000 " 13 0 . 000 -0 . 008 0 . 000 14 0 . 000 -0 . 008 8 . 000 IS 0 . 008 -0 . 008 0 . 000 17 0 . 000 -0 . 008 0 . 000 « 19 0 . 000 -0 . 008 0 . 080 20 0 . 008 -0 . 008 0 . 000 21 0 . 000 -0 . 008 0 . 000 � 22 0 . 008 -0 . 008 0 . 000 23 0 . 000 -8 . 008 0 . 000 25 0 . 000 -0 ' 008 0 . 000 w 27 0 . 000 -0 . 008 8 . 000 28 0 . 008 -8 ' 008 0 . 000 29 0 . 080 -0 . 008 0 . 000 30 0 . 000 -0 . 008 0 ' 080 � 31 0 . 000 -0 . 008 0 . 000 33 0 . 000 -8 ' 004 0 . 000 Nodal I.nacls, BLC 2 : COLLATERAL I,OAD, 200#/PP, 25#/BC � - - - - -- -- - - --- - -- --- - -- - ----- -- ----- - ---- -- --- ---- -- -- -- - - -- -- ---- --- --- - - ---- Node Number Global X Global Y Moment � - - - - - - -- -- ------- -- - -- -- (]I) ---------- ------- - (f{) ---- - --- ---- - - -- -- (I{-ft) -- -- 3 0 . 800 -0 . I00 0 . 008 4 0 . 000 -0 . 280 0 . 000 � 14 0 . 000 -0 ' 208 0 . 000 15 0 . 000 -0 . I00 0 ' O0U 19 8 . 800 -0 . 100 0 ' O0U � 20 0 . 008 -0 . 200 0 ' OOO 38 0 . 000 -0 . 200 O ' 000 31 0 . 808 -0 . I00 0 .' 0O8 � Member Point Loads, BLC 2 : COLLATERAL LOAD, 200#/PP, 25#/BC - - - - -- - --- --- --- -- - - - -- ----- - ----- ---- -- - --- -- ---- - - ---- - - -- -- -- -- ---- -- ---- Memb Z i � No Node Node Direction Magnitude Location - - - - -- -- - - - - - --- --- - -- -- - - - - -- - --- --- - - (I<, I{-ft, F) - -- -- -- -- - - ---- --- (ft) - - - --- 4 4 - 5 Y -0 . 200 1 . 909 - ' "m 5 5 - 6 � O 20O ' I 90� - . 6 6 - 7 Y O 2OO � I . 909 � IlZ8A-2D (Il) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 7 122 flaildroad Street New Madison, 0B 45346 5/24 /05 WALMARI-NORTHAMPTON, MA M5I{319F2 INTERMEDIATE FRAME ANALYSIS ------------- ------- --------------- -- ------- --- --- -------- ------ - - -- --- -- -- - Z J lJzzbraned Lengths I{ Factors Bending Coefe No Node Node Lb-in Lb-out Lc In Out Cm Cb --------- ---- ------- (ft) -- --- (ft) -- --- (ft) ----- --- -- ----------- - ------- ---- - 73 45 - 21 74 45 - 22 75 45 - 23 ` 76 45 - 25 12 . 77 77 26 - 46 12 . 77 78 27 - 46 79 46 - 28 80 46 - 29 81 46 - 47 12 ' 77 82 47 - 29 83 48 - 29 84 48 - 30 85 48 - 31 � 86 JI - 49 87 50 - I 88 53 - 50 89 51 - 17 90 54 - 51 91 52 - 33 / 92 55 - 52 93 50 - 34 94 41 - 51 95 51 - 42 / 96 49 - 52 ______ __ _ _ ___ ____ __ _ ___ ___ ____ _ _ ___ ___ _________ _ __ ___ ___ ____ ___ ___ __ __ _ _ _ __ _ | BLC Basic Load Case Load Totals ' Nn . Description Nodal Point Dist . -- -- ----- ---- --- - - ----------------- --- --- ------- - - -- - ----- -- --- ------ - - - - -- - / I DEAD LOAD, 2 PSF 25 2 COLLATERAL LOAD, 200#/PP, 25#/BC 8 16 14 ` 3 VVZ0D PERPENDICULAR Z , 70 y4PB C 24 4 4 WIND PERPENDICULAR ZZ , 70 MPH C 24 4 o ' 5 WIND PARALLEL, 70 MPH C 48 � 6 UNIFORM SNOW I^UJ\D, 35 . 0 PSF 25 7 8AWTODZB SNOW LOAD, 17 . 5-I05 PSF 25 D7oclaI Loads, BLC I : DEAD LOAD, 2 PSF ____ ____ _ _ ___ __ _ ______ _ ___ ___ _ _ ____ ______ __ _ _ ____ _ _ __ ___ ____ _ _ _ ___ __ _ _ _ _ _ _ _ _ � Node ` Number Global X Global Y Moment ` ------ - ---- ---- -- -- --- -- (K) - --- ---- --- ----- -- (I{) -- - - - ---- - - - -- - --- (K-ft) - - - - I 0 . 000 -0 . 004 0 . 000 � ] 0 . 000 -0 . 008 0 . 000 ^ 4 0 . 000 -0 . 008 0 . 000 � v ~ RISA-2D �R) Version 3 . 03 Ludy Greenhouse Manufacturing Cor Page CO 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F2 INTERMEDIATE FRAME, ANALYSIS ---- ----- -------------- --- ----- ----------- I i Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb - ----- ---- ---- ---- - - (ft) ----- (ft) ----- (ft) - -------------- --- - --- ------------ 28 28 - 29 29 29 - 30 30 30 - 31 31 31 - 32 32 32 - 33 33 2 - 34 34 34 - 35 35 35 - 36 36 36 - 39 37 39 - 40 38 40 - 41 39 41 - 16 40 18 - 42 41 42 - 43 42 43 - 44 43 44 - 47 44 47 - 48 45 48 - 49 46 49 - 32 47 34 - 3 ■ 48 3 - 35 49 35 - 4 50 35 - 5 51 5 - 36 52 36 - 37 12 . 77 53 37 - 5 54 37 - 6 55 37 - 7 56 37 - 8 12 . 77 57 10 - 38 12 . 77 58 38 - 11 59 38 - 12 60 38 - 13 61 38 - 39 12 . 77 62 39 - 13 63 13 - 40 64 40 - 14 65 40 - 15 66 15 - 41 67 42 - 19 68 19 - 43 69 43 - 20 70 43 - 21 71 21 - 44 72 44 - 45 12 . 77 RISA-2D (R) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 5 122 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F2 INTERMEDIATE FRAME ANALYSIS ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ------ -- --- --- ---------- - -- --- ------------- --- - -- --- ------ --- --- --- --- - - --- - I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------ - - -- ------- -------- -- --------- - - -------- --- - --- - - (in) -- - - (in) -- -- - - (ft) 84 48 - 30 S 3 .43 85 48 - 31 S 3 . 43 86 31 - 49 KBSTRUT 2 . 22 87 50 - 1 POST1 1 2 . 00 88 53 - 50 POST1 11 . 00 89 51 - 17 POST2 1 2 . 00 90 54 - 51 POST2 11 . 00 91 52 - 33 POST1 1 2 . 00 92 55 - 52 POST1 11 . 00 93 50 - 34 KB 1 1 2 . 83 94 41 - 51 KB 1 1 2 . 83 95 51 - 42 KB 1 1 2 . 83 96 49 - 52 KB 1 1 2 . 83 ------ -- -- ---------- ---- ------ ------------- - --- -- - -- -------- - ---- - ---- - ----- - I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb ------ ----- - - ------- (ft) - -- -- (ft) ------ (ft) -- - - -- - ------------ - -- -- - 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 8 - 9 9 9 - 10 10 10 - 11 11 11 - 12 w 12 12 - 13 13 1-3 - 14 14 14 - 15 15 15 - 16 16 16 - 17 17 17 - 18 18 18 - 19 19 19 - 20 20 20 - 21 21 21 - 22 22 22 - 23 23 23 - 24 24 24 - 25 25 25 - 26 26 26 - 27 27 27 - 28 RISA-2D JR) Version 3 . 03 Ludy Greenhouse Manufacturing Corp . Page 1.22 Raildroad Street New Madison, OH 45346 5/24/05 WALMART-NORTHAMPTON, MA M5K319F2 INTERMEDIATE FRAME ANALYSIS - ----- ---- - --- ---- - --- ---- --- --- ------- ----- ------ - ----------------- ---- ----- I i I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length, - -- --------- -- --- ---- --- --- ---- ---- --- -- --- - - --------- (in) ---- (in) ---- - - (ft) 39 41 - 16 BC 1 . 99 40 18 - 42 BC 1 . 99 41 42 - 43 BC 4 . 40 42 43 - 44 BC 6 . 40 43 44 - 47 BC 1 1 15 . 40 44 47 - 48 BC 6 . 40, 45 48 - 49 BC 4 . 40 46 49 - 32 BC 1 . 99 47 34 - 3 KBSTRUT 2 . 224 48 3 - 35 S 3 . 43 49 35 - 4 S 3 . 43 so 35 - 5 S 6 . 39 51 5 - 36 S 5 . 700 52 36 - 37 S 6 . 39 53 37 - 5 S 6 . 40 54 37 - 6 S 3 . 43m 55 37 - 7 S 3 . 43 56 37 - 8 S 6 . 38 57 10 - 38 S 6 . 38 58 38 - 11 S 3 . 43* 59 38 - 12 S 3 . 43 60 38 - 13 S 6 . 40 61 38 - 39 S 6 39' 62 39 - 13 S 5 . 70 63 13 - 40 S 6 . 39 64 40 - 14 S 3 . 43. 65 40 - 15 S 3 . 43 66 15 - 41 KBSTRUT 2 . 22 67 42 - 19 KBSTRUT 2 . 22 68 19 - 43 S 3 . 43 69 43 - 20 S 3 . 43 70 43 - 21 S 6 . 39 71 21 - 44 S 5 . 700 72 44 - 45 S 6 . 39 73 45 - 21 S 6 . 40 74 45 - 22 S 3 . 43 , 75 45 - 23 S 3 . 43 76 45 - 25 S 6 . 39 77 26 - 46 S 6 . 38 78 27 - 46 S 3 . 43 79 46 - 28 S 3 . 43 80 46 - 29 S 6 . 40 81 46 - 47 S 6 . 39 - 82 47 - 29 S 5 . 70 83 48 - 29 S 6 . 39 IlI3A-2D (B) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page 3 122 IlaiIdroacl Street New Madison, OII 45346 5 /24 /05 WALMART-NORTHAMPTON, MA M5I{3I9F2 INTERMEDIATE FRAME ANAL7BZ8 ---- -- ---- ------- -- - -------- -------------- - - -- --------------- ----- -- ------- - Section Database Matl . Area Moment of As lr/y Label Shape Set Inertia Cnef -- - --- ------ -------- --- - - ---------- --- (io~2) -- ---- --- (izz^4) ------- - - - ---- -- - PO3I2 TlJ6J{6l{3 46 4 . 27 23 . 800 1 . 20 KBSZRTJI 7}I2}{2 50 l . ]I 0 ' 731 1 . 20 --- - -- - --- -- ----- ---------- ---- ------- ----- --- --- --- --------------- - - - - ---- - Z J Z Releases J End Offsets No Node Node Section z y z x y o Sec Sway Z J Length ---------- - ---- ---- --- -- --- --- - ------- ----- - ---- - ---- - (in) ---- (io) - - - -- -- (ft) I I - 2 ]CC l 0 . 01 2 2 - 3 TC 3 . 81 3 3 - 4 IC 3 . 81 4 4 - 5 TC 3 . 82 5 5 - 6 TC 3 . 82 6 G - 7 TC 3 . 81 � ' 7 7 - 8 IC 3 . 81 8 8 - 9 TC l 0 . 01 9 9 - lU ]CC l 0 . 01 � IO 10 - II TC 3 . 81 II II - 12 TC 3 . 8I 12 12 - 13 TC 3 . 82 / 13 13 - 14 ]CC 3 . 82 14 I4 - 15 TC 3 . 81 15 15 - 16 TC 3 . 8I 16 16 - 17 TC I 0 ' OI | 17 17 - 18 TC l 8 . 01 ' 18 18 - 19 TC 3 . 8I 19 19 - 20 ZC 3 . 81 | 20 20 - 21 T2 3 . 82 | 21 21 - 22 ]CC 3 . 82 22 22 - 23 ZC 3 . 81 | 23 23 - 24 TC 3 . 81 24 24 - 25 IC l 0 . 01 ' 25 25 - 26 TC I 0 . 0I 26 26 - 27 TC 3 . 81 " 27 27 - 28 IC 3 . 81 ' 28 28 - 29 TC 3 . 82 29 29 - 30 IC 3 . 82 30 30 - 31 IC 3 . 81 � 31 31 - 32 9rC 3 . 81 32 32 - 33 IC l 0 . 01 32 2 - 34 BC l 99 w ' � 3� 3� - 35 B{� 4 4O ^ . - 35 35 - 36 BC 6 .40 36 36 - 39 BC I I I5 .40 w 37 39 - 40 BC 6 . 40 ` 38 40 - 41 BC 4 . 40 0 � * i . RZSA-2D Version 3 ' 03 Ludy Greenhouse Manufacturing Corp. Page 122 Raildroad Street | | New Madison, OH 45346 5/24 /05 WAIMART-0DBTBAMPTOi, MA / M5I{319F2 INTERMEDIATE FRAME ANALYSIS -- - - ---- - - ---- - --- ----------------------------- ----------- ---------- ---- ---- Node Boundary Conditions No l{-Coord Y-Coorcl }C-dof Y-dof Rotation Temp., - - -------- - (ft) ------- - (ft) ----- (iu,_ . l(/izz) ---- (irz, I{/izz) --- (r, I{-ft/�) ----- (F) 32 81 . 99 13 . 00 � 0 ' O0 33 82 . 00 13 . 00 I 0 . 00 34 2 ' 08 l3 . 00 ` »0 . 0 " 35 6 �U l3 O0 - . . U ' OO 36 12 . 80 l3 00 . . 0 . 00 37 16 . 65 l8 IO . . 0 . 004 38 24 . 35 lO lO ' . 0 . 00 39 28 . 20 l3 0O . . 0 . 00 40 34 . 60 l3 0O . . O ' OO, 41 39 . 00 l3 0O - . . O . 0O 42 43 . 00 l� 0O _ . O ' 0O 43 47 . 40 I3 00 . . 0 . 00 44 .53 . 80 I3 0O _ 8 . 00= 45 57 . 65 I8 lO . . 0 . 00 46 65 . 35 I8 lO ' ' 0 . 00 47 69 . 20 I3 UO . . O . 0C= 48 75 . 60 I3 O0 . . 0 . 00 49 80 . 00 I3 00 . . 0 . 00 58 0 ' 00 11 . 00' O . 0 00 ll 00 ~ 5I �I ' ' O . 00 52 82 . 00 II U0 . . 0 . 00 53 0 . 00 0 . 00 ll Il 0 . 80 54 41 ' 00 0 . 00 Il D 0 . 804 55 82 . 00 0 . 00 Il Il 0 . 00 --- - -- -- -- - -- -- - - -- ---- --- - - - -- ------ ----- ---- -- - -- -------- -- -- ----- - --_---� Material ElaaLic Poisson' s Thermal Weight Yield Stress Labe] Modulus Ratio Coefficient Density (Fy) - - - - --- - - - ----- (I{si) ------- ----- - ---------- (F) - --- -- -- (K/ft3) ---- -- (Ksi) - -- - 36 28880 . 00 0 . 38000 0 . 65000 ' . 490 36 . 000 p 45 29000 . 00 0 . 30000 8 . 65080 0 ' 490 45 . 000 46 29000 . 00 0 . 30000 0 . 65000 8 . 490 46 . 000 50 29000 . 00 0 . 30000 0 . 65000 0 . 490 50 . 000 � 55 29080 . 08 0 . 30000 0 . 65080 0 . 480 55 . 000 60 29000 . 00 0 . 30008 0 . 65000 8 . 490 68 . 000 � - - - - -- - - -- - -- -- - -- -- --- --- --- -- ---- --- --------- -- ---- -- --- -- ------- - - - - -- - - - Section Database y0atl . Area Moment of As y/lr Label Shape Set Inertia Coef ' - - - - - - - -- - - - - -- ---- - --- --- -- ---- -- - - -- (io^2) ----- - - - - (io^4) ---- -- - ---- - --- -- � IC 7]{2}{2 50 1 . 3I 0 . 73I 1 . 20 BC ��Il}{2J{2 60 0 . 87 0 ' 497 I ' 20 S ��ISlC2}{2 60 0 . 54 0 ' 326 I ' 2O � KB 7l{2l�2 50 I . 31 0 . 731 I '2O PO3II 9}{4X4 50 2 . 28 5 . 648 I ' 20 � IlZSA-2D (B) Version 3 . 03 Ludy Greenhouse Manufacturing Corp. Page � l 122 Ilaildroacl Street New Madison, OH 45346 5/24 /05 WALMART-NORTHAMPTON, MA M5l{319F2 INTERMEDIATE FRAME ANALYSIS Units Option US Standard J\ISC code Checks 9th Edition 2L8D Shear Deformation: Yes P-Delta Effects ![es ^ Redesign No Edge Forces No A. S . Z . F. 1 . 33I ___ _____ _____________________ __ _ __________________ __ ____ __ ____ _____ ___ ___ __ _ Node Boundary Conditions � No }{-CoorcI Y-Coord X-dof Y-dof Rotation Temp' " ` ------ ------ (ft) --- -- --- (ft) ---- - (in, }{/io) ---- (ic/, ]I/io) - - - (r, I{-ft /r) - -- - - (F) - I 0 ' 00 I3 . 00 I 0 . 00 2 0 . 01 l3 00 0 . 00 ' . � 3 3 ' 42 14 . 70 0 . 00 4 6 ' 83 16 . 40 0 . 00 5 10 ' 25 18 . 10 0 . 00 6 I3 ' 67 19 . 80 0 . 00 7 I7 ' 08 21 . 50 0 . 00 O 20 ' 49 23 . I9 0 . 00 9 20 . 50 23 . 20 I 0 . 00 10 20 ' 5I 23 . 19 0 . 00 II 23 . 92 21 . 50 0 . O0 12 27 ' 33 19 . 80 0 . 00 13 I0 ' 75 18 . 10 0 . 00 14 34 ' 17 16 . 40 0 ' 00 15 37 ' 58 14 . 70 0 . 00 � 16 40 . 99 I3 . 00 0 . O0 17 4I . 00 13 . 00 l 0 . 00 18 4I . 01 13 . 00 0 . 00 19 44 ' 42 � . 70 U 00 / I . 20 47 ' 83 16 . 40 0 . 00 21 51 . 25 18 . I0 0 . 00 22 S4 . 67 19 . 80 0 . 00 / 23 58 . 08 21 . 50 0 . 00 24 61 . 49 23 . I9 0 . 00 25 6I . 50 23 . 19 l 0 . 00 ! 26 61 . 5I 23 . 19 0 . 00 27 64 . 92 2I . 50 0 ' 80 28 68 . 33 1-9 . 80 0 . 00 29 71 . 75 I8. I0 0 . 80 " 30 75 . I7 I6 . 40 8 . 80 � 31 78 . 58 14 . 70 0 . 00 U � � INTERMEDIATE FRAME ANALYSIS Frame No. 2 T1 Allowable stresses are not exceeded for any required loading combinations utilizing the following member sizing. Members Sizes Posts First Post 4" Sq. 9Ga. Tube Second Post 6" Sq. 3/16" Tube Third Post 4" Sq. 9Ga. Tube T1 Top Chord 2" Sq. 7Ga. Tube Bottom Chord 2" Sq. 11 Ga. Tube Strut 2" Sq. 15Ga. Tube KB Strut 2" Sq. 7Ga. Tube Knee Braces All knee braces 2" Sq. 7Ga. Tube i MATERIAL CHART Walmart-Northampton,MA (M5K321) T1 6 R/S 41'-0"WELDED TRUSS"SPECIAL"DESIGN W/2 KB M5K321-200W TC-2"SQ. 7GA. TUBE BC-2"SQ. 11 GA. TUBE S-2"SQ. 15GA. TUBE KBSTRUT-2"SQ. 7GA. TUBE T2 2 R/S 41'-0"WELDED TRUSS"SPECIAL"DESIGN W/2 KB M5K321-201W TC-2"SQ, 11GA. TUBE BC-2"SQ. 15GA. TUBE S-2"SQ. 15GA. TUBE CENTER BOTTOM CHORD-2"SQ. 11GA T3 2 R/S 41'-0"WELDED END TRUSS"D"DESIGN W/2 KB 106-541AD2E934 TC-2"SQ. 15GA. TUBE BC-2"SQ. 15GA. TUBE S-2"SQ.15GA. TUBE KB TUBES I JALL KNEE BRACE TUBES ARE 2"SQ.7GA. P1 1 4"SQ.13GA.SIDEWALL POST W/1 KB TUBE M5K321-P1 P2 4 4"SQ.9GA.SIDEWALL POST W/1 KB TUBE W/X-BRACING HOL 'S 4'-8" M5K321-P2 P3 1 6"SQ.3116"GUTTER POST W/2 KB TUBES M5K321-P3 P4 2 6"SQ.3/16"GUTTER POST W/2 KB TUBES W/X-BRACING HOLES 4'-8" M5K321-P4 P5 2 4"SQ.9GA.CORNER POST W/1 KB TUBE M5K321-P5 P6 1 4"SQ.9GA.CENTER END POST W/2 KB TUBES M5K321-P6 P7 1 4"SQ.13GA.L.H.CORNER POST W/1 OFFSET KB TUBE M5K321-P7 P8 1 4'SQ.13GA.R.H.CORNER POST Wl 1 OFFSET KB TUBE M5K321-P8 P9 1 4"SQ.13GA.CENTER END POST W/2 OFFSET KB TUBES M5K321-P9 P10 2 4"SQ.13GA.POST 12'-6" FIELD CUT SURFACE MOUNTED W/LUGS 103P489-12GWA P11 2 4"SQ.13GA.L.H.POST 7'-2 1/4"SURFACE MOUNTED W/LUGS 87-13A-7DL P12 2 4"SQ.13GA.R.H.POST 7'-2 1/4"SURFACE MOUNTED WI LUGS 87-13A-7DR GABLE BRACING 2"S .15GA.GABLE TO POST BRACE 12'-0"BAY 106-112-173 2"SQ.15GA.GABLE TO CROSS BRACE 12'4"BAY 106-112-034 2"SQ.15GA.GABLE ANGLE BRACE 12'-0"BAY 106-112-033 2"SQ.15GA.GABLE CENTER BRACE 12'-0"BAY 2"SQ.15GA.GABLE ANGLE BRACE 12'-0"BAY)-SPECIAL LENGTH WR3 1 6 114"X 1 1/2"SIDEWALL STRAP 12'-0"BAY 4'-8"SIDEWALL 106-112-099 I GIRTS 2"SQ.15GA.WALL GIRTS ROOF 72 9"Z-ROOF PURLINS 11'-8"(12'4"BAY) 106-112-504 PURLINS 24 9"Z-ROOF PURLINS 7'-1"(7'-5"BAY) I GLAZING MATERIALS: ROOF: MCELROY METAL&RESOLITE SIDEWALL: 8MM OPAL POLYCARBONATE SKIRT GABLE: 8MM OPAL PEAKS&SKIRTING i I 1 1 1 I Created 05-24-05 PROJECT SKETCH To: JOE SHUMAKER, JERRY HUNT, JIM BALLARD, JACK SHEPARD CHRIS PEARSON, KIRK FALKNOR, TOM RHOADES, RICK MURRAY, DON MILLER I 1 p \5 I \ I \ r'12 / 1 /1", \6 I \ 12 /"1 /1 Pfl P11 P12 P11- P12 2 P2 T1 P4 T1 P2 co cy) I m 2 P2 T1 P4 T1 P2 N I 3 P1 T1 P3 T1 P1 KGB/,\ 1 //' GB/ 4 P10 1 / I / 1 / 1 \ i \ � \ P10 P7 T3 P9 T3 P8 I i 41 + 41 82' 0.7 Kips 1.5 Kips 0.7 Kips 1.1 Kips 1.1 Kips 2.5 Kips 2.5 Kips 1.1 Kips 1.1 Kips 11.0 Kips 35.8 Kips 11.0 Kips 1 FWALMART-NORTHAMPTON, MA co"TRACT# 0 M5K321 BY: TAMMY GARLAND WIDTH: 82'-0" BAY SPACING; VARIES DATE: 05-24-05 LENGTH: 43'-5" SIDEWALL HGHT: 13'-0" Ludy Greenhouse Mfg.Corporation Walrnart-Northampton, MA Project Number: M5K321 DESIGN DATA SHEET Building Code: Massachusetts State Building Code,6th Edition Basic Wind Speed: 70 Wind Exposure: C Design Wind Pressure: 12.0 Psf(Before Coefficient) Wind Perpendicular Wind Parallel Windward Wall: +7.2 +7.2 Leeward Wall: -4.8 -4.8 i Windward Roof: +2.4 - Leeward Roof: -6.0 - Roof Uplift: - -6.0 Ground Snow Load: 35 Psf Snow Exposure Factor: 1 Psf Uniform Snow Load: 35 Psf Sawtooth Snow Load: 17.5 to 105.0 Psf(Peak to Gutter) Rain on Snow: None Roof Dead Load: 2 Psf I Roof Live Load: 14 Psf Collateral Load: 200 #@ Truss Panel Points 25 #/Ft. Uniform Distributed Load On Bottom Chord I Seismic Design Criteria: Aa=0.12 Av=0.12 DESIGN NOTES I 1. If applicable building code allows the option of calculating wind loads on primary frames based on lateral forces applied to the vertical projection of all clad surfaces and on vertical uplift forces applied to the horizontal projection of the roof surface,this method is utilized in the calculation. If the applicable code does not provide for the above method of calculations, roof uplift forces are calculated in accordance with code specifications. Virtually no codes, nor ASCE 7-95 specify how to calculate I windward and leeward loads on any roof slopes between the most upwind and most downwind slopes for gutter connected multiple roofs. Under this code condition,the lateral wind load effect on the structure is calculated herein based on summing the windward and leeward wall coefficients and applying the resultant loads as horizontal windward loads on the most upstream roof surface applied at each purlin connection and based on the horizontal projection of the tributary area of the purlin. I 2. Except for sites having the lightest possible wind loading conditions and extremely several seismic loading and conditions,the lightweight construction of greenhouses results in wind resistance control of design as opposed to seismic resistance. As such, no seismic analysis is necessary except for the determination of seismic base shear unless: I A. This base shear is higher than resultants wind loads applied at the post tops,or; B. The local building code requires that seismic analysis include the weight of roof snow. I 3. None of the major building codes nor ASCE 7-95 clearly specifies how to calculate snow drift loads from adjacent higher roofs onto lower roofs that have significant slope. The snow drift design loads for this structure have been determined in accordance with ASCE 7-95 as if the greenhouse roof were a flat roof located at the mean greenhouse roof height. 1 f 1 TABLE OF CONTENTS I. Design Data Table I1. Project Sketch 111. Material Chart IV. Load Combinations V. Frame Analysis Frame No. 2 Frame No. 3 VI. Gable Frame Analysis Frame No. 1 Frame No. 4 VII. Roof Purlin Analysis VIII. Gable Bracing Analysis IX. Roof Wind Bracing Analysis X. Lateral Bracing Analysis XI. Gable Column Analysis XII. Wall Girt Analysis ENGINEER'S CERTIFICATION OF Mgss 9 DON R. tiG MILLrR o STRUCTURAL No.39205 Signature Date WkAL i Document Date: 06-14-05 WALMART NORTHAMPTON, MA MANUFACTURED BY LUDY GREENHOUSE MANUFACTURING CORP. 122 Railroad St New Madison, OH 45346 PHONE: 937-996-1921 FAX: 937-996-8031 LUDY PROJECT NO. M5K321 ENGINEERS CERTIFICATION -te lo Professional Engineer in responsible charge of structural Date Engineering is Don R. Miller, State of Massachusetts Professional Engineer No. 39205 Document Date: 06-14-05 OF D ?d i}ON R. � Don R. Miller, P.E. �� ILL \m RUGT6RAL �T 2529 New Madison-Coletown Rd. cao.s3za5 New Madison, OH 45346