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Ceiling girder CalcCS Structure™ 2.14.50 [Build 4] kmBeamEngine 4.13.4.1 Materials Database 1530 KeiterScottPoolHouse102315 - L 10-23-15 1:25pm 1 of 2 All product names are trademarks of their respective owners Copyright (C) 2015 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: CalcG3 Member Type: Girder 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: 10.7 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" 12' 0.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 0.00" 0 13 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 0.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 0.00" 27 7 Live Point (LBS) Top 0' 2.63" 0 3 Live Point (LBS) Top 0' 2.63" 0 54 Live Point (LBS) Top 0' 2.63" 1 94 Live Point (LBS) Top 0' 2.63" 142 0 Snow Point (LBS) Top 0' 2.63" 248 0 Snow Point (LBS) Top 6' 0.00" 2 344 Live Point (LBS) Top 6' 0.00" 715 0 Snow Point (LBS) Top 11' 9.38" 0 3 Live Point (LBS) Top 11' 9.38" 0 54 Live Point (LBS) Top 11' 9.38" 1 94 Live Point (LBS) Top 11' 9.38" 142 0 Snow Point (LBS) Top 11' 9.38" 248 0 Snow 1 2 12 0 0 12 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 1332# -171# 2 12' 0.000" Wall SPF Plate (425psi) N/A 1.500" 1332# -171# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 311# 747# 538# 2 311# 747# 538# Design spans 11' 6.750" Product: 1-3/4x7-1/4 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 3843.# 15028.# 25% 6' Total Load D+0.75(L+S) Negative Moment 933.# 13068.# 7% 6' Total Load D+L Shear 842.# 8317.# 10% 11.2' Total Load D+0.75(L+S) TL Deflection 0.2406" 0.5781" L/576 6' Total Load D+0.75(L+S) LL Deflection 0.1380" 0.3854" L/999+ 6' Total Load 0.75(L+S) CS Structure™ 2.14.50 [Build 4] kmBeamEngine 4.13.4.1 Materials Database 1530 KeiterScottPoolHouse102315 - L 10-23-15 1:25pm 2 of 2 All product names are trademarks of their respective owners Copyright (C) 2015 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: TL 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 Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table