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35-069 (2) Florence 2 KeyBeam Florence 10: KeyBeam®4.600d lanBeamEngine 4.6026 Materials Database 1472 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total 1.250"max. LL Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: KYB1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End catE Replacement Uniform(PSF) Top 0' 0.00" 14' 0.00" 13' 0.00" 0 10 Additional Uniform PLF Top 0' 0.00" 14' 0.00" 184 0 0 1400 14 0 0 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" 2193# — 2 14' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650 psi) 3.500" 1.500" 2193# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1248# 945# 2 1248# 945# Design spans 13' 6.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc 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 7436.'# 13958.# 53% 7' Total Load D+L Shear 19371 63174 30% 13.1' Total Load D+L Max.Reaction 2193.# 79621 27% 0' Total Load D+L TL Deflection 0.4923" 0.6781" U330 7' Total Load D+L LL Deflection 0.2801" 0".4521 U581 T Total Load L Control: TL Deflection DOLs: Live=100% Snow--115% Roof--125% Wind=160% b All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member.Floor joist,beam or girder,shown on this it ng meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed a qualified designer or design professional as uiretl for ii roval.This de n assumes rodud installation according to the manufacturers specifications.