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• • <br /> a.: <br /> - (SBmN)17.1.4.2 LDK-Tanina Res 11-8-17 <br /> Mats* `se 1561 Perch Moor wain –f,. ` 1:10pm <br /> r Riit Side � � 1 of 1 <br /> 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: L/360 live, L/240 total <br /> Dead Load: 15 PLF Deck Connection:Nailed Member Weight 9.5 PLF <br /> Filename:Beam4 <br /> Other Loads <br /> i Type Trip. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 1' 0.00" 40 20 Live <br /> Point(LBS) Top 4' 3.00" 331 323 Live <br /> Point(LBS) Top 8' 3.25" 309 353 Live <br /> Point(LBS) Top 11'10.00" 110 125 Live <br /> Additional Uniform(PSF) Top 4' 0.00" 12' 0.00" 1' 0.00" 40 20 Live <br /> Point(LBS) Back 4' 0.00" 792 449 Live <br /> / <br /> 1200 <br /> / a <br /> 1200 <br /> Bearings and Reactions <br /> Input Min Gravity Dimity <br /> Location Type Matetat Length Requ red Reaction Upift <br /> 1 0' 0.000" Wall Not Checked 3.500" 1.500" 2048# - <br /> 2 12' 0.000" Wall Not Checked 1.750" 1.500" 2036# - <br /> — <br /> Matdmum Load Case Reactions <br /> Used for applyity poet toads(or Tins loads)toorryfngmenbeta <br /> Live Dead <br /> 1 1192# 853# <br /> 2 1135# 901# <br /> Design spans <br /> 11' 8.500" <br /> Product: 31/2x91/2 Rosboro Treated Beam 1 ply PASSES DESIGN CHECKS <br /> Design assumes continuous lateral bracing along the top chord. <br /> Design assumes continuous lateral bracing along the bottom chord. <br /> Allowable Stress Design ! <br /> Actual aowabbte capacity Location Loading <br /> Positive Moment 7369.'# 10529.'# 69% 4.25' Total Load D+L <br /> Shear 1991.# 6650.# 29% 0.23' Total Load D-FL <br /> Max.Reaction 2036.# 4533.# 44% 12' Total Load D+L <br /> TL Deflection 0.3843" 0.5854" 11365 6.07 Total Load D+L <br /> LL Deflection 0.2208" 0.3903" 11636 6.07' Total Load L <br /> Control: Positive Moment <br /> DOLs: Live=100% Snow=115% Roof=125% Wnd160% <br /> Al pmdud names ere trademrla d their respective owns <br /> Copyright(C)2016 by Sinpeon Siong-Tie Company Inc.ALL RIGHTS RESERVED. <br /> 'Piecing is ddred as when the member,&oriole/.beam orglyder,slow.onthis Missing meets appic de design cdtee for loads,Loafing Corditms,erd Stere listed on this sheet. <br /> The deem must be reviewed b.a::velfieddesi:n ordae..n pofecdmal es...1 oei for yrmvel.This des:m amumes:+oduct iidalletion ecoxdn,to to man feaurer a one. <br />