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30B-032 (12) 1 CS seam 2020.1.02 12 Nc wtood Ave 10-6-20 lanseamEngRre201&9a1 Northamptcn 10:51am Materials Database 1572 l of l Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracng:Continuous Bottom Lateral Bracinc,: 0.00 Standard Load: Moisture Condition:Dr/ Building Code:IBC/IRC Live Load: 40 PLF Deflection Criteria: U330 live,U240 total Dead Load: 10 PLF Deck Connection: Naitxi Member Weight: 21.3 PLF Filename:Beam1 Other Loads Type Trb. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Tap a 0.00" 18'0.00" 6'6.00" 40 10 i_,ze Additional Uniform(PLF) Top 0 0.00" 18'0.00" 0 d0 Live Additional Uniform(F3F) Top 0 0.00" 18'0.0G' T 6.00' 32 15 Snow Addfiticnal Uniform(PSF) Top 0 0.00" 18'0.00" 7 0.00' 32 15 Snow • 1‘ T / / 18 0 0 O 18 0 0 Bearings and Reactions Input Mn Gravity Gravity Location Type Material Length Requied Reaction Uplift 1 0 0.000" Wall SPF Plate(425psi) N/A 2.976" 6640# — 2 18'0.000" Wall SPF Plate(425psi) N/A 2.976" 6640# — Maximum Load Case Reactions Used for apptyng pont bads(or be bads)to i-n'.�.n..,--r-« Live Snow Dead 1 2359# 2758# 2802# 2 23594 2758# 2802# Design spans 18'1.750" Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc NOTE:Nails must be applied from both sides Minimum 2.98"bearing required at bearing#1 Minimum 2.98"bearing required 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 30120./t 52088 w 57% 9' Total Load D+0.75(L+S) Shear b/tub.# 16060# 36% -0.06' Taal Load D+0.75(L+S) TL Deflection 0.7435" 0 9073" 11292 9' Total Load D+0.75(L+S) LL Deflection 0.4298" 0.6049" U506 9' Total Load 0.75(L+S) Control:TL Deflector DOLs:Live=100%Snow=115%Roof=125%Wind=160% Design assumes a repetitive member use increase in bending stress 4% 3yi37 Al product names are badKoray6 of the respective owners Doug{-IOdglns rk Niles Inc. Copydgltt(C)2018 by Sirmson Strong-Tie Company he ALL MKS RESERVED. ..Passing s defned as when the n“ter,fborjost,team or gide t gnaw on the drawng meets appkable design Pleb for Loafs,Loafing Conditions,and Spans l4ed on the Meet.The design mug be revered by a quaffed designer or design professional as requied for approval.This design assumes product hstaratbn a000rdrrg to the manufacturers epedfK-ations