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CS 12ft 8in floor girderBeam CalcCS Beam 2021.5.0.8 kmBeamEngine 2018.9.0.1 Materials Database 1587 Wagner Northampton 10-17-22 10:54am 1 of 1 All product names are trademarks of their respective owners Copyright (C) 2018 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. Member Data Description:Member Type: Beam Application: Floor floor beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: 11ft 11in ri Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PSF) Top 0' 0.00" 12' 7.75" 2' 8.00" 30 10 Live 1 2 12 7 12 12 7 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) 3.500" 1.500" 687# -- 2 12' 7.750" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) 3.500" 1.500" 687# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 488# 199# 2 488# 199# Design spans 12' 2.500" Product: Spruce-Pine-Fir (S) #2 2 x 12 2 ply PASSES DESIGN CHECKS NOTE: Connection schedule for member requires special design consideration, consult a professional engineer. Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00' along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2097.'# 4087.'# 51% 6.32' Total Load D+L Shear 582.# 3038.# 19% 11.82' Total Load D+L Max. Reaction 687.# 3518.# 19% 0' Total Load D+L LL Deflection 0.1021" 0.4069" L/999+ 6.32' Total Load L TL Deflection 0.1437" 0.6104" L/999+ 6.32' 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 2012