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32A-242 (6)
32 4 Z9ZZ CS Beam 2021.5.0.8 127 Bridge St 1-23-23 1amIeamErr te2018.9.0.1 Northampton 11:59am MateriaLcf}atatave1587 1 of Member Data Description: Member Type:Beam Application:Floor Top Lateral Brachg:Continuous Bottom Lateral Bracag: 0.00 Standard Load: Moishre Condition:Dry Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live,U240 total Dead Load: 10 PLF Deck Correction:Nailed Member Weight: 9.6 PLF Filename:Beam1 Other Loads Type Trig. Other Dead (Desaiptan) Side Begin End Width Start End Start End Category ReclaoementTapered(PLF) Top 0 0.00" g 0.00' 0 0 20 50 Live ReplacanentUnihxm(PSF) Top 0 0.00" g 0.00' 2 0.00" 35 15 Snow Additional Untun,(PSF) Tap 0 0.00" g 0.00' 1'0.00' 30 10 Live ,1` tin. 900 l 900 Bearings and Reactions Input Mkt Gravity Gravity Location Type Material Length Requied Reaction Upfdt 1 00.000' Wall SPF1t3/Sl d2xor4xErd-Grain(650psi) WA 1.500' 706# — 2 9'0.000" Wall SPF#3Stud2xor4x End-Gran(65( N/A 1.500" 754# — Maximum Load Case Reactions Used for appttIg pail bads(or fee roods)to ren,irg members Live Snow Dead 1 137# 320# 363# 2 137# 320# 411# Design spans 9'1.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE:Connection schedule for member requies special design consideration,consult a professional engineer. Minimum 150"bearing required at beating#1 Minimum 150"bearing requied at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1669.W 16051.W 10% 4.51' Total Load D+0.75(L+S) Sheer 616# 7265# 8% 8.67 Total Load D+0.75(L+S) TL Defection 0.05Q2' 0.4573' L 4.51' Taal(mad D+0.75(L+S) LL Detection 0.0236" 0.3049" L1999+ 4.5 Tdal Loed0.75(L+S) Control:1L Deflection DOL.s:Ure=100%Snen 0115%Roof=125%Wind=160% N product names are trade i ire of Sher respedNe mews Coreright(C)2018 by Simpson Strong-Te Company hcALL RIGHTS RESERVED. —Parsig s derned as when the member,tbaloit,beam er gide(Aha hm en tits drawng meals appimble design a teia far Load loading Cab arxi Spans bred on Ins Meet The oe6.71 mg be reties r). a quaren demist a de93i reel as enured for approval This cairn assumes r i hiarake a'nmJre to She manufacturers soma h! J.a um ++ r - w ` . h , • • ,,� a� R. ` • p e .sac • —411114111 •' ° 4 Rey. . 1I r e • • • I., • a IN +, 4'44 � yyI11) I k 1 . L� -. 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