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• <br /> • a <br /> ll-8-17Snt=20171.41 LDK-Tamoiina Res (c klIeikinFigee2017.1.0.4 PO ch F101 Beam 13e-Pc/v.\ 1:13pmraesials natabase 15e2 <br /> End <br /> 1of1 <br /> 1 Member Data <br /> Description: Member Type:Beam Application:Floor <br /> Top Lateral Bracing:Continuous <br /> Bottom Lateral Bracing:Continuous <br /> Standard Load: Moisture Condition:Dry Building Code:IBC/IRC <br /> Live Load: 40 PLF Deflection Criteria: 11360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 9.5 PLF <br /> Fiename:Beam5 <br /> Other Loads <br /> Type Trb. Other Dead <br /> (Desaription) Side Begin End Width Start End Start End Category <br /> Replacement Uniform(PSF) Front 0' 0.00" 18' 0.00' 6' 0.00" 40 20 Live <br /> Point(LBS) Top 4' 7.38' 1478 815 Live <br /> Point(LBS) Top 13' 4.63" 1478 815 Live <br /> I <br /> ill 11% <br /> ).' Ill <br /> 900 900 <br /> P <br /> m <br /> 1800 <br /> Bearings and Reactions <br /> mut Min Gravity Gravity <br /> Location Type Material <br /> Length Requied Reaction Uplift <br /> 1 0' 0.000" Wall Not Checked 3.500" 1.500" 2202# — <br /> 2 9' 0.000" Wall Not Checked 5.000" 2.784" 7212# — <br /> 3 18' 0.000" Wall Not Checked 3.500' 1.500" 2202# — <br /> Maldmum Load Case Reactions <br /> Used for appying point loads(or Illy loeb)to carrying members <br /> Lie Dead <br /> 1 1522# 881# <br /> 2 4668# 2543# <br /> 3 1522# 681# <br /> Design spans <br /> 8' 9.375" 8' 9.375" <br /> Product: 3 1/2x9 1/2 Rosboro Treated Beam 1 ply PASSES DESIGN CHECKS <br /> Design assumes continuous lateral bracing akxg the top chord. <br /> Design assumes corrtnuous lateral bracing along the bottom chord. <br /> Allowable Stress Design <br /> Actual Atowable Capacity Location Loading <br /> Positive Moment 6111.'# 10529.'# 58% 4.61' Odd Spans D+L <br /> Negative Moment 7337.'# 10529.'# 69% 9' Total Load D+L <br /> Shear 3313.# 6650.# 49% 8.56' Total Load D+L <br /> Max.Reaction 7212.# 12950.# 55% 9' Total Load D+L <br /> TL Deflection 0.1430" 0.4391" U737 4.17' Odd Spans D+L <br /> LL Deflection 0.1075" 0.2927" L/980 4.6' Odd Spans L <br /> Control: Negative Winer* <br /> DOIs: Live=100% Snow=115% Roof=125% Wind=160% <br /> Al product names are bademab d bar respcbyeownes <br /> Copynght(C)2016 by Simeon Stong-Tie Company Inc.ALL RIGHTS RESER/ED. <br /> 'Passing s dd red as erne,the reenter.floor joist,beam or girder,atom on this drevens meets applicffile deepn cotes for toads Loadng Conhtioo.and Stens listed on thin sheet. <br /> The doe,.must be revieoed b.,a unified desi;ner ordes,v nofesslmsl ea,.•;uiei for oroval.The dee iln aasmnes nrcduct hotel lation cmrdn.to be manufacturer a.ec8crlions <br />