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CS Garage Hdr CalcCS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 FerrariBishopGorman - Level 8 2- 6-17 2:02pm 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: CalcB7 Member Type: Beam Application: Floor Comments: Garage hdr 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: 12.0 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' 1.00" 81 158 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 1.00" 420 0 Snow Replacement Uniform (PLF) Top 2' 1.00" 11' 1.00" 81 158 Live Replacement Uniform (PLF) Top 2' 1.00" 11' 1.00" 420 0 Snow Replacement Uniform (PLF) Top 11' 1.00" 13' 7.00" 81 158 Live Replacement Uniform (PLF) Top 11' 1.00" 13' 7.00" 420 0 Snow Replacement Uniform (PLF) Top 13' 7.00" 22' 7.00" 81 158 Live Replacement Uniform (PLF) Top 13' 7.00" 22' 7.00" 420 0 Snow Replacement Uniform (PLF) Top 22' 7.00" 24' 8.50" 81 158 Live Replacement Uniform (PLF) Top 22' 7.00" 24' 8.50" 420 0 Snow Point (LBS) Top 0' 0.63" 35 10 Snow 1 2 3 4 2 1 0 9 0 0 2 6 0 9 0 0 2 1 8 24 8 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 2' 1.000" Wall SPF Plate (425psi) N/A 2.401" 3572# -- 2 11' 1.000" Wall SPF Plate (425psi) N/A 3.712" 5521# -219# 3 13' 7.000" Wall SPF Plate (425psi) N/A 3.702" 5507# -239# 4 22' 7.000" Wall SPF Plate (425psi) N/A 2.423" 3604# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 490# 2544# 1028# 2 858# 4453# 1068# 3 856# 4446# 1061# 4 494# 2567# 1037# Design spans 2' 0.375" (left cant) 9' 0.000" 2' 6.000" 9' 0.000" 2' 0.875" (right cant) Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 2.40" bearing required at bearing # 1 Minimum 3.71" bearing required at bearing # 2 Minimum 3.70" bearing required at bearing # 3 Minimum 2.42" bearing required at bearing # 4 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 3879.'# 24466.'# 15% 5.68' Even Spans D+S Negative Moment 4592.'# 24466.'# 18% 11.08' Adjacent 2 D+S Shear 2544.# 9081.# 28% 10.18' Adjacent 2 D+S TL Deflection 0.0496" 0.4500" L/999+ 6.13' Even Spans D+S LL Deflection 0.0370" 0.3000" L/999+ 18.53' Even Spans S TL Defl., Lt. -0.0378" 0.2031" 2L/999+ 0' Even Spans D+S CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 FerrariBishopGorman - Level 8 2- 6-17 2:02pm 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. Actual Allowable Capacity Location Loading LL Defl., Lt. -0.0297" 0.2000" 2L/999+ 0' Even Spans S TL Defl., Rt. -0.0384" 0.2073" 2L/999+ 24.71' Even Spans D+S LL Defl., Rt. -0.0303" 0.2000" 2L/999+ 24.71' Even Spans 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