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36-322 (3) i Salesperson File Maintenance (MSL) RUGG LUMBER Salesperson Number: 55 Name : RICH B Territory : MILLWORK SHOWROOM SALES --- PTD - -- --- YTD - -- --- LYR - -- Sales 176.22 63207.45 1342689.05 Cost 140.59 47055.55 992830.76 Profit : 35.63 16151.90 349858.29 GP % 20.22 25.55 26.06 # Trxs : 2 214 4041 Calc Sheet for: SENEY- NEW.L07 Page 20 of 20 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 6841.'# 12832.'# 53% Span one Adjacent 3 100% Shear 4176.# 6318.# 66% Span one Adjacent 1 100% LL Deflection .13" .31" L/867 Span one Adjacent 3 100% TL Deflection .19" .47" L/587 Span one Adjacent 3 100% Control: Shear NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 19 of 20 KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B10 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 5' 7.00" 575. 287. 100% Unif.(plf) 5' 7.00" 5' 7.56" 575. 288. 100% Unif.(plf) 5' 7.56" 5' 8.94" 577. 288. 100% Unif.(plf) 5' 8.94" 5'10.88" 579. 289. 100% Unif.(plf) 5'10.88" 6' 1.25" 582. 291. 100% Unif.(plf) 6' 1.25" 7' 1.25" 592. 296. 100% Unif.(plf) 7' 1.25" 8' 1.25" 610. 305. 100% Unif.(plf) 8' 1.25" 9' 1.25" 629. 314. 100% Unif.(plf) 9' 1.25" 9' 4.00" 641. 320. 100% Unif.(plf) 9' 4.00" 9' 7.00" 268. 134. 100% Unif.(plf) 9' 7.00" 17' 1.00" 270. 135. 100% Unif.(plf) 17' 1.00" 17' 9.13" 265. 132. 100% Unif.(plf) 17' 9.13" 18' 9.13" 252. 126. 100% Unif.(plf) 18' 9.13" 19' 9.13" 237. 119. 100% Unif.(plf) 19' 9.13" 20' 9.13" 222. 111. 100% Unif.(plf) 20' 9.13" 20'11.06" 214. 107. 100% Unif.(plf) 20'11.06" 21' 1.00" 211. 106. 100% Unif.(plf) 21' 1.00" 22' 8.00" 210. 105. 100% Point(lbs) 9' 4.00" 4665. 2568. 100% Point(lbs) 22' 5.25" 1361. 682. 100% XXXXXXXXXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv A A A A 9'4.00" 6'8.00" 6'8.00" Exact Member Length: 22' 8.00" Reactions with all loads applied (lbs): 3401. 14396. 1970. 3026. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 2298. 9543. 2157. 2093. Dead 1157. 5013. 696. 1027. Total 3454. 14556. 2853. 3120. Bearing Length: 1.50" 2.79" 1.50" 1.50" Calc Sheet for: SENEY- NEW.L07 Page 18 of 20 6 r ********************************************* * * * * * * * * * * * * *: * * * * * * * * * * * * * * ** Product: 11 7/8" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 4064.'# 19559.'# 20% Span one Adjacent 1 100% Shear 2467.# 7897.# 31% Span one Adjacent 1 100% LL Deflection .02" .25" L/999+ Span four Even Spans 100% TL Deflection .03" .40" L/999+ Span one Odd Spans 100% LL Defl., Rt. .00" .20" 2L/999+ Span five Even Spans 100% TL Defl., Rt. .00" .20" 2L/999+ Span five Even Spans 100% Control: Shear NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 17 of 20 KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B9 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 11.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 0'10.00" 113. 171. 100% Unif.(plf) 0' .00" 7' .50" 160. 200. 100% Unif.(plf) 0'10.00" 11' .00" 113. 171. 100% Unif.(plf) 7' .50" 11' .00" 134. 187. 100% Unif.(plf) 11' .00" 17' 6.00" 399. 149. 100% Unif.(plf) 17' 6.00" 18' 8.00" 399. 149. 100% Unif.(plf) 18' 8.00" 19' 6.13" 402. 148. 100% Unif.(plf) 19' 6.13" 20' 6.13" 419. 148. 100% Unif.(plf) 20' 6.13" 21' 6.13" 461. 155. 100% Unif.(plf) 21' 6.13" 22' 6.13" 569. 178. 100% Unif.(plf) 22' 6.13" 23' 6.13" 979. 279. 100% Unif.(plf) 23' 6.13" 23' 8.06" 189. 188. 100% Unif.(plf) 23' 8.06" 23' 9.25" 187. 74. 100% Point(lbs) 11' .00" 5520. 3021. 100% Point(lbs) 23' 6.13" -12. 22. 100% Point(lbs) 23' 6.13" 0. 131. 100% Point(lbs) 23' 6.13" 1717. 988. 100% Point(lbs) 23' 9.25" 0. 98. 100% Point(lbs) 23'10.00" 4956. 2681. 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv A A A A A 7'11.31" 2'9.94" 5'1.44" 7'7.44" 0'3.88" Exact Member Length: 23'10.00" Reactions with all loads applied (lbs): 2111. 5040. 8776. 5114. 5468. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 903. 2580. 7426. 3654. 3736. Dead 1227. 3077. 2923. 1483. 1804. Total 2129. 5656. 10349. 5137. 5540. Bearing Length: 1.50" 2.15" 3.94" 1.96" 1.50" Calc Sheet for: SENEY- NEW.L07 Page 16 of 20 Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 15 of 20 • KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B8 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 10' 2.00" 274. 126. 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX A A 10'2.00" Exact Member Length: 10' 2.00" Reactions with all loads applied (lbs): 2077. 2077. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 1393. 1393. Dead 685. 685. Total 2077. 2077. Bearing Length: 1.50" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 5284.'# 12832.'# 41% Span one Odd Spans 100% Shear 1755.# 6318.# 27% Span one Total load 100% LL Deflection .13" .34" L/926 Span one Odd Spans 100% TL Deflection .20" .51" L/620 Span one Odd Spans 100% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives All product names are trademarks of their respective owners Calc Sheet for: SENEY- NEW.L07 Page 14 of 20 All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 13 of 20 • KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B7 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 9' 1.25" 274. 126. 100% Unif.(plf) 9' 1.25" 10' 2.00" 274. 126. 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX A 10'2.00" Exact Member Length: 10' 2.00" Reactions with all loads applied (lbs): 2077. 2077. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 1393. 1393. Dead 685. 685. Total 2077. 2077. Bearing Length: 1.50" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 5284.'# 12832.'# 41% Span one Total load 100% Shear 1755.# 6318.# 27% Span one Total load 100% LL Deflection .13" .34" L/926 Span one Total load 100% TL Deflection .20" .51" L/620 Span one Total load 100% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives Calc Sheet for: SENEY- NEW.L07 Page 12 of 20 Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 11 of 20 • KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B6 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 10' 2.00" 274. 126. 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX A A 10'2.00" Exact Member Length: 10' 2.00" Reactions with all loads applied (lbs): 2077. 2077. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 1393. 1393. Dead 685. 685. Total 2077. 2077. Bearing Length: 1.50" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 5284.'# 12832.'# 41% Span one Odd Spans 100% Shear 1755.# 6318.# 27% Span one Total load 100% LL Deflection .13" .34" L/926 Span one Odd Spans 100% TL Deflection .20" .51" L/620 Span one Odd Spans 100% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives All product names are trademarks of their respective owners Calc Sheet for: SENEY- NEW.L07 Page 10 of 20 All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 9 of 20 KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B5 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 9' 1.25" 274. 126. 100% Unif.(pif) 9' 1.25" 10' 2.00" 274. 126. 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX A A 10'2.00" Exact Member Length: 10' 2.00" Reactions with all loads applied (lbs): 2077. 2077. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 1393. 1393. Dead 685. 685. Total 2077. 2077. Bearing Length: 1.50" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 5284.'# 12832.'# 41% Span one Total load 100% Shear 1755.# 6318.# 27% Span one Total load 100% LL Deflection .13" .34" L/926 Span one Total load 100% TL Deflection .20" .51" L/620 Span one Total load 100% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives Calc Sheet for: SENEY- NEW.L07 Page 8 of 20 connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 7 of 20 • KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B4 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 3' 3.25" 20. 10. 100% Unif.(plf) 0' .00" 3' 3.25" 20. 10. 100% Point(lbs) 0' .00" 325. 323. 100% Point(lbs) 3' 3.25" 4665. 2543. 100% vXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv 3'3.25" Exact Member Length: 3' 3.25" Reactions with all loads applied (lbs): 761. 7322. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 391. 4731. Dead 370. 2591. Total 761. 7322. Bearing Length: 1.50" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 92.'# 12832.'# 0% Span one Total load 100% Shear 58.# 6318.# 0% Span one Total load 100% LL Deflection .00" .11" L/999+ Span one Total load 100% TL Deflection .00" .16" L/999+ Span one Total load 100% Control: Shear NOTE: Consult Manufacturer's Installation Guide for multi -ply Calc Sheet for: SENEY- NEW.L07 Page 6 of 20 All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 5 of 20 KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B3 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 16.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 13' 4.00" 520. 420. 100% Point(lbs) 13' 4.00" 835. 716. 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv 13'4.00" Exact Member Length: 13' 4.00" Reactions with all loads applied (lbs): 6374. 7925. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 3467. 4302. Dead 2907. 3623. Total 6374. 7925. Bearing Length: 1.62" 1.62" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 11 7/8" 2.0E G -P LAM LVL 3 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 21244.'# 29339.'# 72% Span one Total load 100% Shear 5427.# 11845.# 45% Span one Total load 100% LL Deflection .25" .44" L/633 Span one Total load 100% TL Deflection .46" .67" L/344 Span one Total load 100% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives Calc Sheet for: SENEY- NEW.L07 Page 4 of 20 All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. Calc Sheet for: SENEY- NEW.L07 Page 3 of 20 KeyBuild Structure 09/3/04 Version 2.127h 01:38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B2 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 6' 6.00" 551. 274. 100% Point(lbs) 6' 6.00" 5528. 2939. 100% XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv 6'6.00" Exact Member Length: 6' 6.00" Reactions with all loads applied (lbs): 2713. 11180. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 1793. 7321. Dead 921. 3860. Total 2713. 11180. Bearing Length: 1.50" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 4405.'# 12832.'# 34% Span one Total load 100% Shear 2050.# 6318.# 32% Span one Total load 100% LL Deflection .04" .22" L/999+ Span one Total load 100% TL Deflection .07" .33" L/999+ Span one Total load 100% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives Calc Sheet for: SENEY- NEW.L07 Page 2 of 20 Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. 0 Calc Sheet for: SENEY- NEW.L07 Page 1 of 20 KeyBuild Structure 09/3/04 Version 2.127h 01 :38 PM Filename : SENEY- NEW.L07 Member Type: Beam Description: B1 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other Deck Connection: Nailed Location: Live Load: 0 plf Slope: Dead Load: 0 plf Moisture Condition: Dry DOL: 100% Member Weight: 9.0 plf Deflection Criteria: L/360 live, L/240 total Non - standard Loads (Uniform loads replace Standard Loads): Live Dead Type Begin End Start End Start End DOL Unif.(plf) 0' 2.00" 0' 2.75" 570. 285. 100% Unif.(plf) 0' 2.75" 0' 3.94" 577. 288. 100% Unif.(plf) 0' 3.94" 0' 5.88" 579. 289. 100% Unif.(plf) 0' 5.88" 1' 5.88" 544. 272. 100% Unif.(plf) 1' 5.88" 2' 5.88" 546. 273. 100% Unif.(plf) 2' 5.88" 3' 5.88" 548. 274. 100% Unif.(plf) 3' 5.88" 4' 5.88" 549. 274. 100% Unif.(plf) 4' 5.88" 5' 4.00" 551. 274. 100% Unif.(plf) 5' 4.00" 6' 6.00" 551. 274. 100% Point(lbs) 0' .00" 8326. 4524. 100% vXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 6'6.00" Exact Member Length: 6' 6.00" Reactions with all loads applied (lbs): 15423. 2705. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 10022. 1786. Dead 5401. 919. Total 15423. 2705. Bearing Length: 1.50" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 4384.'# 12832.'# 34% Span one Total load 100% Shear 2043.# 6318.# 32% Span one Total load 100% LL Deflection .04" .22" L/999+ Span one Total load 100% TL Deflection .07" .32" L/999+ Span one Total load 100% lc Sheet for: SENEY- NEW.L11 , B5 Page 2 of 2 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Allowable Stress Design Actual Allowable Capacity Location Loading Moment 7469.'# 12832.'# 58% Span one Adjacent 1 100% Shear 3266.# 6318.# 51% Span one Total load 100% LL Deflection .21" .44" L/763 Span two Adjacent 2 100% TL Deflection .29" .67" L/559 Span two Adjacent 2 100% Control: Moment NOTE: Consult Manufacturer's Installation Guide for multi -ply connection details and alternatives All product names are trademarks of their respective owners Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved. plc Sheet for: SENEY- NEW.L11 B5 a4 Citrd � 1 1..>4..( Page 1 of 2 KeyBuild Structure 4 , S 09/3/04 Version 2.127h 01:05 PM Filename : SENEY- NEW.L11 Member Type: Beam Description: B5 Application: Floor Comments: Lateral Bracing: Continuous Building Code: Other r D eck Connection: Nailed Location: 1 c \ Live Load: 0 plf Slope: D Dead Load: 0 plf Moisture Condition: D SEP -9 200 DOL: 100% Member Weight: 9.0 11 f Deflection Criteria: L/360 live, L/240 total NG INS¢ECTIDNS NC' 'x1akAPIGN,MA 0106o Non - standard Loads (Uniform loads replace Standard Loads): Live Dead pEc? pf DUILDI Type Begin End Start End Start End DOL Unif.(plf) 0' .00" 5' 7.00" 280. 140. 100% Unif.(plf) 0' .00" 9' 4.00" 165. 83. 100% Unif.(plf) 5' 7.00" 5' 8.94" 282. 141. 100% Unif.(plf) 5' 8.94" 5'10.88" 285. 142. 100% Unif.(plf) 5'10.88" 6' 4.00" 285. 142. 100% Unif.(plf) 6' 4.00" 7' 4.00" 216. 108. 100% Unif.(plf) 7' 4.00" 8' 4.00" 220. 110. 100% Unif.(plf) 8' 4.00" 9' 4.00" 223. 111. 100% Unif.(plf) 9' 4.00" 9' 7.00" 225. 112. 100% Unif.(plf) 9' 7.00" 17' 1.00" 226. 112. 100% Unif.(plf) 17' 1.00" 17' 9.13" 225. 112. 100% Unif.(plf) 17' 9.13" 18' 9.13" 222. 111. 100% Unif.(plf) 18' 9.13" 19' 9.13" 218. 109. 100% Unif.(plf) 19' 9.13" 20' 9.13" 214. 107. 100% Unif.(plf) 20' 9.13" 20'11.06" 285. 142. 100% Unif.(plf) 20'11.06" 21' 1.00" 282. 141. 100% Unif.(plf) 21' 1.00" 22' 8.00" 280. 140. 100% Point(lbs) 0' .00" 2508. 1341. 100% Point(lbs) 9' 4.00" 0. 25. 100% vXXXXXXXXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 9'4.00" 13'4.00" Exact Member Length: 22' 8.00" Reactions with all loads applied (lbs): 6163. 6631. 1873. Worst case (alternate load analysis) reactions at each support (lbs): Used for connector /min. bearing design and as a point load on carrying member. 100% 4351. 4321. 1362. Dead 2130. 2311. 656. Total 6480. 6631. 2017. Bearing Length: 1.50" 2.52" 1.50" ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Product: 9 1/2" 2.0E G -P LAM LVL 2 ply