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- CS Bean 2017.1.42 LDK_Tamctsuina Res 11-8-17 <br /> I aki:im gine 2017.1.0.4 e/ t• <br /> Materials lhbtmse 1562 Pon:b Roof j / ` ]:Ol pm <br /> End tt��ll�i ri 141 <br /> Member Data <br /> Desaiption: 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: 5.6 PLF1. <br /> Fiename: Beam2 <br /> Other Loads - <br /> Type Trb. Other Dead <br /> (Desaiption) Side Begin End Wkith Stat End Start End Category <br /> Replacement Uniform i,PSF) Top 0' 0.00" 18' 0.00" 8' 0.00" 35 20 Live <br /> i <br /> "T" ;Ir`I l,`.l I'l'l <br /> 4 7 6 4 410 / / <br /> 4 410 4 7 6 <br /> `0 m <br /> 18 0 0 <br /> Bearings and Reactions <br /> Input Min Grayly Gravity <br /> Loca ion Type Material Length Requied Reaction Witt <br /> 1 0' 0.000" Wall Not Checked 5.000" 1.500" 813# - <br /> 2 4' 7.375" Wall Not Checked 5.000" 1.799" 2293# - <br /> 3 9' 0.000" Wall Not Checked 5.000" 1.635" 2084# - <br /> 4 13' 4.625" Wall Not Checked 5.000" 1.799" 2293# - <br /> 5 18' 0.000" Wall Not Checked 5.000" 1.500" 813# - <br /> Ma,dmum Load Case Reactions <br /> Used for appliiro pobt loads(or lire loads)b carrying msnben <br /> Live Deed <br /> 1 536# 277# <br /> 2 1478# 815# <br /> 3 1401# 683# <br /> 4 1478# 815# <br /> 5 536# 277# <br /> Design spans <br /> 4' 3250" 4' 4625" 4' 4.625" 4' 3250" <br /> Product: Spruce-Pine-Fir#2 2 x 10 2 ply PASSES DESIGN CHECKS <br /> Connect memberswlth 2 rows of 16d common nails at 12.0"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 Capacity Location Loading <br /> Positive Moment 739.'# 3431.'# 21% 15.73' Even Spans D+L <br /> Negative Moment 958.'# 3431.'# 27% 13.39' Adjacent 3 D+L <br /> Shear 832.# 2498.# 33% 13.4' Adjacent 3 D+L <br /> Max.Reaction 2293.# 6853.# 33% 13.39' Adjacent 3 D+L <br /> LL Deflection 0.0057" 0.1424" L/999+ 15.52' Even Spans L <br /> TL Deflection 0.0079" 0.2135" L/999+ 15.73' Even Spans D+L <br /> Control: Max.Reaction <br /> DOLs: Live=100% Snow=115% Rod=125% Wind=160% <br /> This member has been designed in accordance with NDS 2012 <br /> Al product names em bedemsla d fair rmpa6M cruors <br /> Copyright(C)2016 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESER/ED. <br /> 'Yawing is ddhed as when the member.fborjoist,bmm or glider,shown onthis drawing mesh applicable design cabals for loads,Loedng Corditiars,end Spans heed ondtle shoot <br /> The des i must be reviesed by a rualfied des.nor or deep-r rofeesonsl as re;uied for...oval.The dascn assumes r,roduct irealbtfon a:mrdn.In to manufacturer's x echcebons <br />