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32A-010 CS11ft Beam CalcsCS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 ObrienDrewKennedy - Level 8 1- 8-19 12:58pm 1 of 2 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: CalcB1 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: 6.8 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" 11' 5.75" 30 10 Live Replacement Uniform (PLF) Top 0' 0.00" 11' 5.75" 195 65 Live Point (LBS) Top 0' 5.00" 5 678 Live Point (LBS) Top 0' 5.00" 1807 0 Snow 1 2 0 5 0 11 0 12 11 5 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 5.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 2.695" 3436# -- 2 11' 5.750" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 1638# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 1261# 1807# 1135# 2 1201# 0# 436# Design spans 0' 2.875" (left cant) 10' 8.125" Product: Spruce-Pine-Fir #2 2 x 12 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 4371.'# 4614.'# 94% 5.76' Even Spans D+L Negative Moment 9.'# 4614.'# 0% 0.42' Total Load D+L Shear 1351.# 3038.# 44% 0.43' Total Load D+L LL Deflection 0.1320" 0.3559" L/970 5.76' Even Spans L TL Deflection 0.1800" 0.5339" L/711 5.76' Even Spans D+L LL Defl., Lt. -0.0095" 0.2000" 2L/606 0' Even Spans L TL Defl., Lt. -0.0129" 0.2000" 2L/445 0' Even Spans D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 ObrienDrewKennedy - Level 8 1- 8-19 12:58pm 2 of 2 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: 6.8 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' 2.75" 195 65 Live Replacement Uniform (PLF) Top 0' 0.00" 11' 2.75" 30 10 Live Replacement Uniform (PLF) Top 1' 2.75" 1' 8.75" 195 65 Live Replacement Uniform (PLF) Top 1' 8.75" 2' 8.75" 195 65 Live Replacement Uniform (PLF) Top 2' 8.75" 3' 8.75" 195 65 Live Replacement Uniform (PLF) Top 3' 8.75" 4' 8.75" 195 65 Live Replacement Uniform (PLF) Top 4' 8.75" 5' 8.75" 195 65 Live Replacement Uniform (PLF) Top 5' 8.75" 6' 8.75" 195 65 Live Replacement Uniform (PLF) Top 6' 8.75" 7' 8.75" 195 65 Live Replacement Uniform (PLF) Top 7' 8.75" 8' 8.75" 195 65 Live Replacement Uniform (PLF) Top 8' 8.75" 9' 8.75" 195 65 Live Replacement Uniform (PLF) Top 9' 8.75" 11' 2.75" 195 65 Live 1 2 11 2 12 11 2 12 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 1.500" 1623# -- 2 11' 2.750" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 1623# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 1191# 433# 2 1191# 433# Design spans 10' 7.000" Product: Spruce-Pine-Fir #2 2 x 12 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 4295.'# 4614.'# 93% 5.68' Total Load D+L Shear 1336.# 3038.# 43% 0.4' Total Load D+L LL Deflection 0.1274" 0.3528" L/996 5.68' Total Load L TL Deflection 0.1738" 0.5292" L/730 5.68' Total Load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005