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CS B=2017.1.42 ' <br /> I®B®Fi�tc2017.1.0a 1DK-TamoellinaRes (� \\ 11-S-]7 <br /> nda®ats Dares 1562 Pcrch Roof /� 12:59pm <br /> • Rhin Side `J / ` 1 of I <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 5.6 PLF <br /> Rename:Beam 1 <br /> Other Loads <br /> Type Trb. Other Dead <br /> (Desaiption) Side Begin End Width Stat End Start End Category <br /> Replacement Uniform(PSF) Top 0' 0.00" 12' 0.00" 2' 0.00" 35 20 Live <br /> 1 Additional Tapered(PLFI Top 0' 0.00" 12' 0.00" 0 0 15 53 Live <br /> i <br /> 1 4", 1 1 'T 1 !T <br /> `O 0 0 430 404 3812 0 <br /> 12 0 0 <br /> Bearings and Reactions I <br /> Loon 1YPe Material Length Requited � U� <br /> 1 0' 0.000" Wall Not Checked 5.000" 1.500" 219# — <br /> 2 4' 3.000" Wall Not Checked 5.000" 1.500" 653# — <br /> 3 8' 3.250" Wall Not Checked 5.000" 1.500" 661# — <br /> 4 12' 0.000" Wall Not Checked 5.000" 1.500" 235# — <br /> Madmum Load Case Reactions <br /> Used for.pplrbg poet foe&(or bre loads)to aiming mentors <br /> Live Dead <br /> 1 122# 97# <br /> 2 331# 323# <br /> 3 309# 363# <br /> 4 110# 125# <br /> Design spans <br /> 3'10.875" 4' 0250" 3' 4.625" <br /> Product Spruce-Pine-Ar#2 2 x 10 2 ply PASSES DESIGN CHECKS <br /> Connect mambas Mit 2rows of 16d common naffs at 12D'"oc <br /> Design assumes continuous lateral bracing along the top chord. <br /> Design assumes contihuous lateral bracing along the bottom chord. <br /> Allowable Stress Design <br /> Actual Alowable Capacity Location Loadig <br /> Positive Moment 181.'# 3431.'# 5% 1.91' Odd Spans D+L <br /> Negative Moment 243.'# 3431.'# 7% 4.25' Adjacent 1 D+L <br /> Shear 225.# 2498.# 9% 3.59' Adjacent 1 D+L <br /> Max.Reaction 661.# 6853.# 9% 8.27' Adjacent 2 D+L <br /> LL Deflection 0.0010" 0.1302" L/999+ 2.3' Odd Spans L <br /> TL Deflection 0.0016" 0.1953" U999+ 2.1' Odd Spans D+L <br /> Control: Max.Reaction <br /> DOLs: Live=100% Snow=115% Roof=125% WInd=160% <br /> This member has been designed inaccordance with NDS 2012 <br /> At pwdud names are 1r/darnels d their rspctive owners <br /> Copyright(C)2016 by Smpeon Strong-Tie Compeoy Inc.ALL RIGHTS RESEINED. <br /> 'Passing is ddned as when the member,iborjoiat,barn or girder,shown on this dmxingma.beppl.r a design criteia for loads,Loadng Cordidons,end Spina hided on this sheet <br /> The deer must be reviewed b,a':uaffieddesionxadeei 7.pmfesemal as'r,.ted for as oval.The dee im assumes t.raduct betalladon acordn j to tie manufacturer e 1 ecflcdbna <br />