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s A <br /> csatom20n.1A2 LDK-Tamesuina Res <br /> k e20na.0.4 _ 11-8-17 <br /> MenialsDllhtsse1362 Park Roof / Pc/✓� 12:58pm <br /> Lei Side Cri 1 of 1 <br /> Member Data <br /> Description: Member Type:Beam <br /> 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: 5.6 PLF <br /> Fiename:Beam1 <br /> Other Loads <br /> Type Tub. Other Dead <br /> ( 4tion) Side Begin End Width Start End Start End Category <br /> Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 2' 0.00" 35 20 Live <br /> Additional Tapered iPLFi Tort 0' 0.00" 12' 0.00" 0 0 15 53 Live <br /> III , .1' ,f, <br /> 1 A' , <br /> 4 015 310 2 ® 4 015 <br /> �0 <br /> 12 0 0 <br /> Bearings and Reactions <br /> Gravity Gravity <br /> Location TypeMaterialnpu <br /> Min <br /> Length Requied Reaction UPIft <br /> 1 0' 0.000" Wall Not Checked 5.000" 1.500" 212# — <br /> 2 4' 0.938" Wall Not Checked 5.000" 1.500" 615# — <br /> 3 7'11.062" Wall Not Checked 5.000" 1.500" 682# <br /> 4 12' 0.000" Wall Not Checked 5.000" 1.500" 259# — <br /> Maximum Load Case Reactions <br /> Uasd for apptylrg point loads(or lire loads)*,parrying members <br /> Live Dead <br /> 1 118# 94# <br /> 2 317# 298# <br /> 3 317# 365# <br /> 4 118# 141# <br /> Design spans <br /> 3' 8.812" 3'10.125" 3' 8.812" <br /> Product: Spruce-Pine-Fir#2 2 x 10 2 ply PASSES DESIGN CHECKS <br /> Connect members with 2 rows of 16d common nails at 120"oc <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 Allowable Capacty Location Loading <br /> Positive Moment 201.W 3431.'# 5% 10.16' Odd Spans D+L <br /> Negative Moment 244.'# 3431.'# 7% 7.92' Adjacent 2 D+L <br /> Shear 242.# 2498.# 9% 7.93' Adjacent 2 D+L <br /> Max.Reaction 682.# 6853.# 9% 7.92' Adjacent 2 D+L <br /> LL Deflection 0.0010" 0.1245" [1999+ 9.79' Odd Spans L <br /> TL Deflection 0.0016" 0.1867" 11999+ 9.98' Odd Spans D+L <br /> Control Max.Reaction <br /> DOLs: live=100% Snow=115% Roof=125% Wind-160% <br /> This member has been designed inaceordance with NDS 2012 <br /> Al product names are Lade nele d their reapeethe owners <br /> Copyright(C)2016 by Simpson Strong-Trio Company Inc.ALL RIGHTS RESERVED. <br /> 'Passing's ddned earthen the member,fborJdst been or girder,etown on this drawing meets applicable d®pn cetera.for Loads,Loedrg Cordlbars,end Soma tided on this sheet <br /> The dear.,.must be reviewed b,a;uaifieddesi.yrer orded.n:sofesomal as•e rural for.o,:.roval.Ths desi:n assumes:roiuct retaliation swrdna to Ito manufacturer's i ecriedlona <br />