Loading...
41 -069 CS1st floor Beam CalcsCS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 1 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB2 Member Type: Beam Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 9.25" 614 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 1' 9.25" 402 513 Live Replacement Uniform (PLF) Top 1' 9.25" 11' 4.00" 360 90 Live Replacement Uniform (PLF) Top 11' 4.00" 15' 4.00" 360 90 Live Replacement Uniform (PLF) Top 15' 4.00" 17' 6.50" 360 90 Live Point (LBS) Top 0' 4.63" 0 64 Live Point (LBS) Top 0' 4.63" 1 73 Live Point (LBS) Top 0' 4.63" 212 0 Snow Point (LBS) Top 2' 0.00" 109 752 Live Point (LBS) Top 2' 0.00" 1551 0 Snow Point (LBS) Top 8' 10.00" 426 3550 Live Point (LBS) Top 8' 10.00" 6070 0 Snow Point (LBS) Top 18' 1.38" 159 1278 Live Point (LBS) Top 18' 1.38" 2265 0 Snow 1 2 3 9 3 0 9 3 0 18 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.743" 4576# -- 2 9' 3.000" Wall Steel N/A 5.016" 13166# -- 3 18' 6.000" Wall Steel N/A 1.582" 4154# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 1544# 2333# 1668# 2 4439# 6568# 4911# 3 1357# 2047# 1437# Design spans 8' 10.375" 8' 10.375" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5494.'# 16051.'# 34% 3.04' Odd Spans D+0.75(L+S) Negative Moment 5714.'# 13958.'# 40% 9.25' Total Load D+L Shear 6559.# 7265.# 90% 8.84' Total Load D+0.75(L+S) TL Deflection 0.1465" 0.4432" L/725 4.37' Odd Spans D+0.75(L+S) LL Deflection 0.1016" 0.2955" L/999+ 4.37' Odd Spans 0.75(L+S) Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 2 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB3 Member Type: Beam Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 140 35 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 5.50" 240 60 Live Replacement Uniform (PLF) Top 4' 0.00" 4' 5.50" 123 16 Live Replacement Uniform (PLF) Top 4' 5.50" 12' 0.00" 240 60 Live Replacement Uniform (PLF) Top 4' 5.50" 12' 5.50" 360 90 Live Replacement Uniform (PLF) Top 12' 0.00" 12' 5.50" 294 173 Live Replacement Uniform (PLF) Top 12' 5.50" 14' 8.00" 422 205 Live Replacement Uniform (PLF) Top 12' 5.50" 14' 8.00" 462 215 Live Replacement Uniform (PLF) Top 14' 8.00" 18' 8.00" 320 80 Live Replacement Uniform (PLF) Top 14' 8.00" 18' 8.00" 360 90 Live Replacement Uniform (PLF) Top 18' 8.00" 28' 0.00" 422 205 Live Replacement Uniform (PLF) Top 18' 8.00" 28' 2.75" 462 215 Live Replacement Uniform (PLF) Top 28' 0.00" 30' 4.00" 417 204 Live Replacement Uniform (PLF) Top 28' 2.75" 30' 4.00" 462 215 Live Replacement Uniform (PLF) Top 30' 4.00" 31' 4.75" 360 90 Live Replacement Uniform (PLF) Top 30' 4.00" 34' 1.00" 316 79 Live Replacement Uniform (PLF) Top 31' 4.75" 34' 1.00" 360 90 Live Replacement Uniform (PLF) Top 34' 1.00" 40' 1.75" 462 215 Live Replacement Uniform (PLF) Top 34' 1.00" 41' 4.00" 417 204 Live Replacement Uniform (PLF) Top 40' 1.75" 41' 4.00" 462 215 Live Point (LBS) Top 0' 4.63" 843 800 Live Point (LBS) Top 12' 0.00" 1035 923 Live Point (LBS) Top 14' 8.00" 408 368 Live Point (LBS) Top 18' 8.00" 408 368 Live Point (LBS) Top 28' 2.75" 0 112 Live Point (LBS) Top 30' 4.00" 382 345 Live Point (LBS) Top 34' 1.00" 382 345 Live 1 2 3 4 5 6 7 7 0 0 7 0 0 7 0 0 7 0 0 7 0 0 6 4 0 41 4 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.500" 3131# -- 2 7' 0.000" Wall Steel N/A 1.621" 6383# -- 3 14' 0.000" Wall Steel N/A 2.646" 10419# -- 4 21' 0.000" Wall Steel N/A 2.577" 10145# -- 5 28' 0.000" Wall Steel N/A 2.593" 10211# -- 6 35' 0.000" Wall Steel N/A 2.444" 9623# -- 7 41' 4.000" Wall Steel N/A 1.500" 3314# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 2094# 1037# 2 4958# 1425# 3 7325# 3094# 4 7206# 2939# 5 7129# 3082# 6 6761# 2861# 7 2334# 980# CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 3 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Design spans 6' 7.375" 7' 0.000" 7' 0.000" 7' 0.000" 7' 0.000" 5' 8.875" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4541.'# 21774.'# 20% 24.5' Even Spans D+L Negative Moment 6364.'# 21774.'# 29% 21' Adjacent 3 D+L Shear 4413.# 9476.# 46% 13.3' Adjacent 2 D+L TL Deflection 0.0451" 0.3500" L/999+ 24.5' Even Spans D+L LL Deflection 0.0370" 0.2333" L/999+ 24.5' Even Spans L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 4 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB6 Member Type: Beam Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 10.75" 155 39 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 10.88" 123 31 Live Replacement Uniform (PLF) Top 0' 10.75" 3' 3.06" 143 36 Live Replacement Uniform (PLF) Top 2' 10.88" 4' 4.44" 109 27 Live Replacement Uniform (PLF) Top 3' 3.06" 5' 7.38" 125 31 Live Replacement Uniform (PLF) Top 4' 4.44" 7' 3.69" 95 24 Live Replacement Uniform (PLF) Top 5' 7.38" 7' 11.69" 107 27 Live Replacement Uniform (PLF) Top 7' 3.69" 10' 2.88" 76 19 Live Replacement Uniform (PLF) Top 7' 11.69" 10' 3.94" 89 22 Live Replacement Uniform (PLF) Top 10' 2.88" 10' 3.94" 67 17 Live Replacement Uniform (PLF) Top 10' 3.94" 13' 3.13" 57 14 Live Replacement Uniform (PLF) Top 10' 3.94" 12' 8.31" 70 18 Live Replacement Uniform (PLF) Top 12' 8.31" 14' 3.94" 55 14 Live Replacement Uniform (PLF) Top 13' 3.13" 16' 2.31" 38 10 Live Replacement Uniform (PLF) Top 14' 3.94" 16' 8.19" 40 10 Live Replacement Uniform (PLF) Top 16' 2.31" 16' 8.19" 27 7 Live Point (LBS) Top 0' 4.63" 0 8 Live Point (LBS) Top 0' 4.63" 24 0 Snow Point (LBS) Top 0' 4.63" 0 81 Live Point (LBS) Top 0' 4.63" 1 91 Live Point (LBS) Top 0' 4.63" 264 0 Snow Point (LBS) Top 0' 4.63" 0 82 Live Point (LBS) Top 0' 4.63" 2 253 Live Point (LBS) Top 0' 4.63" 731 0 Snow Point (LBS) Top 20' 3.19" 433 0 Snow Point (LBS) Top 20' 3.19" 1 439 Live 1 2 3 10 3 15 10 3 14 20 7 13 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.500" 2361# -- 2 10' 3.938" Wall Steel N/A 1.500" 2343# -- 3 20' 7.812" Wall Steel N/A 1.500" 909# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 1057# 1018# 804# 2 1779# 0# 564# 3 136# 433# 476# Design spans 9' 11.312" 9' 11.250" CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 5 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2636.'# 13958.'# 18% 4.38' Odd Spans D+L Negative Moment 2305.'# 13958.'# 16% 10.33' Total Load D+L Shear 1316.# 6317.# 20% 9.83' Total Load D+L TL Deflection 0.0837" 0.4971" L/999+ 4.86' Odd Spans D+L LL Deflection 0.0673" 0.3314" L/999+ 4.86' Odd Spans L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 6 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB7 Member Type: Beam Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 6.13" 95 24 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 4.19" 78 19 Live Replacement Uniform (PLF) Top 3' 6.13" 6' 5.25" 78 19 Live Replacement Uniform (PLF) Top 4' 4.19" 8' 6.75" 58 15 Live Replacement Uniform (PLF) Top 6' 5.25" 9' 7.63" 61 15 Live Replacement Uniform (PLF) Top 8' 6.75" 9' 7.63" 46 12 Live Replacement Uniform (PLF) Top 9' 7.63" 12' 10.13" 37 9 Live Replacement Uniform (PLF) Top 9' 7.63" 13' 1.88" 43 11 Live Replacement Uniform (PLF) Top 12' 10.13" 14' 0.00" 27 7 Live Replacement Uniform (PLF) Top 13' 1.88" 14' 0.00" 31 8 Live Point (LBS) Top 0' 4.63" 0 16 Live Point (LBS) Top 0' 4.63" 45 0 Snow Point (LBS) Top 0' 4.63" 1 71 Live Point (LBS) Top 0' 4.63" 0 80 Live Point (LBS) Top 0' 4.63" 204 0 Snow Point (LBS) Top 0' 4.63" 2 314 Live Point (LBS) Top 0' 4.63" 675 0 Snow Point (LBS) Top 18' 10.56" 266 0 Snow Point (LBS) Top 18' 10.56" -0 358 Live 1 2 3 9 7 10 9 7 9 19 3 3 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.500" 1848# -- 2 9' 7.625" Wall Steel N/A 1.500" 1433# -- 3 19' 3.188" Wall Steel N/A 1.500" 650# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 647# 924# 670# 2 1057# 0# 375# 3 -80# 266# 384# Design spans 9' 3.000" 9' 2.938" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1540.'# 13958.'# 11% 4.09' Odd Spans D+L Negative Moment 1293.'# 13958.'# 9% 9.64' Total Load D+L Shear 819.# 6317.# 12% 9.17' Total Load D+L TL Deflection 0.0423" 0.4625" L/999+ 4.55' Odd Spans D+L LL Deflection 0.0335" 0.3083" L/999+ 4.55' Odd Spans L CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 7 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 8 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcB21 Member Type: Beam Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 7.56" 358 189 Live Replacement Uniform (PLF) Top 0' 7.56" 0' 10.31" 357 189 Live Replacement Uniform (PLF) Top 0' 10.31" 1' 10.31" 355 188 Live Replacement Uniform (PLF) Top 0' 10.31" 3' 4.00" 462 215 Live Replacement Uniform (PLF) Top 1' 10.31" 2' 10.31" 352 188 Live Replacement Uniform (PLF) Top 2' 10.31" 2' 10.50" 350 187 Live Replacement Uniform (PLF) Top 2' 10.50" 2' 10.81" 274 128 Live Replacement Uniform (PLF) Top 2' 10.81" 3' 0.25" 274 128 Live Replacement Uniform (PLF) Top 3' 0.25" 3' 1.00" 274 128 Live Replacement Uniform (PLF) Top 3' 1.00" 3' 1.25" 274 128 Live Replacement Uniform (PLF) Top 3' 1.25" 3' 4.00" 273 128 Live Replacement Uniform (PLF) Top 3' 4.00" 3' 4.81" 246 102 Live Replacement Uniform (PLF) Top 3' 4.00" 10' 9.50" 260 65 Live Replacement Uniform (PLF) Top 3' 4.81" 3' 5.00" 246 102 Live Replacement Uniform (PLF) Top 3' 5.00" 3' 10.81" 245 61 Live Replacement Uniform (PLF) Top 3' 10.81" 4' 6.00" 243 61 Live Replacement Uniform (PLF) Top 4' 6.00" 4' 6.25" 242 60 Live Replacement Uniform (PLF) Top 4' 6.25" 4' 8.56" 241 60 Live Replacement Uniform (PLF) Top 4' 8.56" 4' 10.50" 240 60 Live Replacement Uniform (PLF) Top 4' 10.50" 5' 1.19" 321 80 Live Replacement Uniform (PLF) Top 5' 1.19" 5' 2.06" 320 80 Live Replacement Uniform (PLF) Top 5' 2.06" 5' 2.56" 320 80 Live Replacement Uniform (PLF) Top 5' 2.56" 5' 2.88" 320 80 Live Replacement Uniform (PLF) Top 5' 2.88" 5' 4.00" 320 80 Live Replacement Uniform (PLF) Top 5' 4.00" 10' 4.00" 320 80 Live Replacement Uniform (PLF) Top 10' 4.00" 10' 9.50" 320 80 Live Replacement Uniform (PLF) Top 10' 9.50" 16' 10.00" 564 242 Live Replacement Uniform (PLF) Top 16' 10.00" 18' 6.00" 564 242 Live Replacement Uniform (PLF) Top 18' 6.00" 19' 9.50" 564 242 Live Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 79 0 Snow Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 79 0 Snow Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 500 316 Live Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 560 331 Live Replacement Uniform (PLF) Top 20' 4.00" 25' 0.00" 40 0 Snow Replacement Uniform (PLF) Top 20' 4.00" 25' 0.00" 440 205 Live Replacement Uniform (PLF) Top 20' 4.00" 26' 6.25" 40 0 Snow Replacement Uniform (PLF) Top 20' 4.00" 26' 6.25" 380 190 Live Replacement Uniform (PLF) Top 25' 0.00" 26' 6.25" 40 0 Snow Replacement Uniform (PLF) Top 25' 0.00" 26' 6.25" 440 205 Live Replacement Uniform (PLF) Top 26' 6.25" 27' 1.00" 74 0 Snow Replacement Uniform (PLF) Top 26' 6.25" 27' 1.00" 320 205 Live Replacement Uniform (PLF) Top 26' 6.25" 33' 4.00" 74 0 Snow Replacement Uniform (PLF) Top 26' 6.25" 33' 4.00" 260 190 Live Replacement Uniform (PLF) Top 27' 1.00" 33' 7.00" 74 0 Snow Replacement Uniform (PLF) Top 27' 1.00" 33' 7.00" 320 205 Live Replacement Uniform (PLF) Top 33' 4.00" 40' 4.00" 64 0 Snow Replacement Uniform (PLF) Top 33' 4.00" 40' 4.00" 235 169 Live Replacement Uniform (PLF) Top 33' 7.00" 39' 11.63" 64 0 Snow Replacement Uniform (PLF) Top 33' 7.00" 39' 11.63" 320 190 Live Replacement Uniform (PLF) Top 39' 11.63" 40' 4.00" 64 0 Snow Replacement Uniform (PLF) Top 39' 11.63" 40' 4.00" 320 190 Live Point (LBS) Top 3' 0.25" 1 301 Live Point (LBS) Top 3' 0.25" 398 0 Snow Point (LBS) Top 3' 5.00" 835 0 Snow Point (LBS) Top 3' 5.00" 688 780 Live Point (LBS) Top 10' 7.75" 597 284 Live Point (LBS) Top 10' 9.00" 295 0 Snow Point (LBS) Top 10' 9.00" 852 499 Live Point (LBS) Top 12' 4.00" 15 2325 Live Point (LBS) Top 12' 4.00" 5133 0 Snow CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 6 6- 2-17 9:17am 9 of 10 All product names are trademarks of their respective owners Copyright (C) 2016 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED.**Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Point (LBS) Top 19' 11.25" 354 0 Snow Point (LBS) Top 19' 11.25" 598 439 Live Point (LBS) Top 26' 2.25" 5 1025 Live Point (LBS) Top 26' 2.25" 1911 0 Snow Point (LBS) Top 39' 11.38" 35 10 Snow 1 2 3 4 5 6 7 6 4 0 7 0 0 7 0 0 6 0 0 7 0 0 7 0 0 40 4 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel N/A 1.500" 3232# -- 2 6' 4.000" Wall Steel N/A 2.126" 8373# -- 3 13' 4.000" Wall Steel N/A 3.183" 12533# -- 4 20' 4.000" Wall Steel N/A 2.188" 8616# -- 5 26' 4.000" Wall Steel N/A 2.523" 9934# -- 6 33' 4.000" Wall Steel N/A 1.956" 7700# -- 7 40' 4.000" Wall Steel N/A 1.500" 2614# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 2114# 547# 1118# 2 5671# 1656# 2701# 3 5717# 5192# 4351# 4 6137# 772# 2479# 5 5342# 2928# 3732# 6 4680# 1117# 3020# 7 1658# 413# 956# Design spans 5' 8.875" 7' 0.000" 7' 0.000" 6' 0.000" 7' 0.000" 6' 7.375" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5298.'# 21774.'# 24% 10.65' Even Spans D+L Negative Moment 6066.'# 21774.'# 27% 13.33' Adjacent 2 D+L Shear 8698.# 10898.# 79% 12.63' Adjacent 2 D+0.75(L+S) TL Deflection 0.0509" 0.3500" L/999+ 10.32' Even Spans D+0.75(L+S) LL Deflection 0.0390" 0.2333" L/999+ 10.18' Even Spans 0.75(L+S) Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives