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9216 5TH DR SE 2015 Plans 2022-12-05
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9216 5TH DR SE 2015 Plans 2022-12-05
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Last modified
12/5/2022 9:10:41 AM
Creation date
7/27/2018 2:08:13 PM
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Template:
Address Document
Street Name
5TH DR SE
Street Number
9216
Permit
C1504-003
Year
2015
Notes
RB 1411-001 NEW SFR
Address Document Type
Plans
Imported From Microfiche
No
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PLAN 1958/4198 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66429 <br /> PLAIV 19582198 PORCH <br /> B-6 Date:4IO2/14 <br /> Selectian �4/8x 14 GLB 44F-V4 DFIDF Lu =OA R I <br /> � Canditians NDS 2005 <br /> MinBearingArea R1= 3.6in' R2= 3.fiin' (1.5) DLDef1= 0.tfiin RecomCamber-024in <br /> Oata Beam Span �2A k Reac[ion 1 LL 1200# Reactian 2 LL 1200# <br /> Beam Wt per% 9.17 # Reaction 1 TL 2335# Reaction 2 TL 2335# <br /> Bm Wt Inclutletl 109# Maximum V 2335# <br /> MaxMoment 7004'# MaxV(Reduced) 1946# <br /> TL Max �efl L/240 TLAdual Defi U 518 <br /> LLMaxDeFl U360 LLActualDefl L/>t000 <br /> Attnbutes Section (in� Shear(in') TL DeH (in� LL Defl <br /> Ac[ual 75.00 37.50 026 0.12 <br /> Critical 35.02 12.16 0.60 040 <br /> Status OK OK OK OK <br /> Ratlo d7% 32% 4fi% 29% <br /> Fb Si Fv Si E p5i%Rlil FL I Si <br /> Values Rekrence Values 240� 240 1.8 650 <br /> AtlastetlValues 240� 240 1.8 650 <br /> Adiustments Cv Volume 1.00� <br /> Cd Duration 1.0� t.00 <br /> CrRepetitive 1.00 <br /> � Ch Shear Stress N/A <br /> �ICm WetUse 1A� 1.0� 1.00 _ __ 1.0� <br /> I Q Stability 1.0000 Rb=�.00 Le= 0.00 Ft — <br /> Loaas UniformLL20� UniformTL: 380 =A <br /> Uniform Loatl A � <br /> � - - — - - � <br /> R i =2335 R2 =2335 <br /> SPAN = 12 FT <br /> Unifarm antl partial unifarm loatls are Ibs per lineal k. <br />
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