Loading...
CS Ridge and header CalcCS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 WrightBuildersRevocableTrust -10-17-17 3:22pm 1 of 4 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: CalcB11 Member Type: Beam Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 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: 18.1 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" 2' 7.00" 2 1 Live Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 1 88 Live Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 245 0 Snow Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 0 17 Live Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 48 0 Snow Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 1 88 Live Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 245 0 Snow Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 0 17 Live Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 48 0 Snow Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 1 88 Live Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 245 0 Snow Replacement Uniform (PLF) Top 17' 5.50" 19' 8.50" 2 1 Live Point (LBS) Top 4' 11.50" 155 0 Snow Point (LBS) Top 4' 11.50" 0 180 Live Point (LBS) Top 7' 11.50" 155 0 Snow Point (LBS) Top 7' 11.50" 0 180 Live Point (LBS) Top 11' 10.50" 155 0 Snow Point (LBS) Top 11' 10.50" 0 180 Live Point (LBS) Top 14' 10.50" 155 0 Snow Point (LBS) Top 14' 10.50" 0 180 Live 1 2 2 7 0 14 10 8 2 3 0 19 8 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 2' 7.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 2589# -- 2 17' 5.500" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 2588# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 9# 1588# 1001# 2 9# 1595# 993# Design spans 2' 2.375" (left cant) 14' 10.500" 2' 0.875" (right cant) Product: 1-3/4x11-7/8 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 9417.'# 38167.'# 24% 10.02' Total Load D+S Negative Moment 45.'# 29870.'# 0% 2.58' Total Load D Shear 2201.# 13622.# 16% 16.71' Total Load D+S TL Deflection 0.2527" 0.7438" L/706 10.02' Total Load D+S LL Deflection 0.1563" 0.4958" L/999+ 10.02' Total Load S CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 WrightBuildersRevocableTrust -10-17-17 3:22pm 2 of 4 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. Actual Allowable Capacity Location Loading TL Defl., Lt. -0.1190" 0.2198" 2L/443 0' Total Load D+S LL Defl., Lt. -0.0736" 0.2000" 2L/716 0' Total Load S TL Defl., Rt. -0.1123" 0.2073" 2L/443 19.71' Total Load D+S LL Defl., Rt. -0.0695" 0.2000" 2L/715 19.71' Total Load S Control: TL Defl., Rt. 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 WrightBuildersRevocableTrust -10-17-17 3:22pm 3 of 4 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: CalcB12 Member Type: Beam Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 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: 24.3 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" 2' 7.00" 1 87 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 7.00" 241 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 19' 8.25" 1 88 Live Replacement Uniform (PLF) Top 0' 0.00" 19' 8.25" 245 0 Snow Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 1 88 Live Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 245 0 Snow Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 0 49 Live Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 136 0 Snow Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 1 88 Live Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 245 0 Snow Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 0 49 Live Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 136 0 Snow Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 1 88 Live Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 245 0 Snow Replacement Uniform (PLF) Top 17' 5.50" 19' 8.25" 1 87 Live Replacement Uniform (PLF) Top 17' 5.50" 19' 8.25" 241 0 Snow Point (LBS) Top 4' 11.50" 97 0 Snow Point (LBS) Top 4' 11.50" 0 145 Live Point (LBS) Top 7' 11.50" 97 0 Snow Point (LBS) Top 7' 11.50" 0 145 Live Point (LBS) Top 11' 10.50" 97 0 Snow Point (LBS) Top 11' 10.50" 0 145 Live Point (LBS) Top 14' 10.50" 97 0 Snow Point (LBS) Top 14' 10.50" 0 145 Live 1 2 19 8 4 19 8 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.676" 6600# -- 2 19' 8.250" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.677" 6603# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 13# 4521# 2079# 2 13# 4520# 2083# Design spans 18' 11.000" Product: 1-3/4x16 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. CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 WrightBuildersRevocableTrust -10-17-17 3:22pm 4 of 4 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 31357.'# 67031.'# 46% 9.84' Total Load D+S Shear 5689.# 18354.# 30% 18.36' Total Load D+S TL Deflection 0.5626" 0.9458" L/403 9.84' Total Load D+S LL Deflection 0.3815" 0.6306" L/595 9.84' Total Load S Control: LL Deflection 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