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12402 19TH AVE SE 2016-01-01 MF Import
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12402 19TH AVE SE 2016-01-01 MF Import
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Last modified
4/2/2017 2:06:18 PM
Creation date
4/2/2017 2:06:11 PM
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Address Document
Street Name
19TH AVE SE
Street Number
12402
Imported From Microfiche
Yes
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� � <br /> VRIELING <br /> Date: 11/06/98 BeamChek 1.1 <br /> Choice (3)Yz 12 DF-L A�7 BA5E Fb=7000 ADJ Fb=1000 <br /> SAll.di!l.QpH n ra e a ues <br /> Min Bearing Area R1=5.1 in' R2=4.7 in' DL Defl 0.03 in <br /> D�t� Beam Span 8.0 ft Beam Wt per ft 12.3# Readion 1 LL 2159# <br /> Readion 1 3165# Beam Weight 9B# Reaction 2 LL 2058# <br /> Readion 2 2968# Maximum V 3165# I <br /> Max Moment 7470'k Max V(Reduced) 3154# <br /> TL Max Defl L/180 TL Aclual Defl L/910 <br /> LL Max Defl L/240 LL Adual Defl L/>1000 <br /> 9tfdGytBS Seclion(in� Shear(in� TL Defl(in) LL Defl <br /> Actual 94.92 50.63 0.11 0.07 <br /> Critical 89.84 49.80 0.53 0.40 <br /> Status OK OK OK OK <br /> RetiO 94% 98% 20% 18% <br /> Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) <br /> Velues ase a ues 1 00 95 1.7 8 5 <br /> Base Adjusled 1000 95 1.7 625 <br /> A�'ustments ¢e actor . -- <br /> Cd Duration <br /> Cr Repetitive <br /> Ch Shear Stress <br /> Cm Wet Use <br /> LeHd� <br /> omt omt istance ar m ar rn tart n <br /> 87�=B 2.33 413 578 = 2.33 .0 <br /> Pt loads: � <br /> 0 SPAN=8 FT 0 <br /> R7 =3165 R2=2968 <br /> Uniform and parlial unifortn loads are Ibs per lineal ft. <br />� <br />
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