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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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1 y� <br /> i <br /> VRIELING <br /> Date: 11/O6/98 BeamChek 1.1 <br /> Choice (�)2z 10 DF-L d1 BASE Fb�1000 ADJ Fb=1100 <br /> Conditions n braae vaiues <br /> Min Bearing Area R1=5.1 in' R2=4.7 fn' DL Defl 0.06 in <br /> � Beam Span 8.0 8 Beam Wt per ft 10.11# Readion 1 LL 2759# <br /> Reaction 7 3157# Beam Weight 81# Reaction 2 LL 2058# <br /> Readion 2 2980# Maximum V 3157# <br /> Max Moment 7452 W Max V(Reducsd) 3149# <br /> TL Max Defl L/180 TL Adual Defl L/507 <br /> LL Max Defl L/240 !L Aclual Defl L/737 <br /> fltlp6yfB8 Section(in� Shear(in� TL Defl(in) LL Defl <br /> Adual 84.17 41.63 � 0.19 0.13 <br /> Critical 81.30 49.72 0.53 0.40 <br /> Status Fails Fefla OK OK <br /> R81i0 127% 11$% 35% 33% <br /> Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) <br /> Velues ase a ues 1000 95 1.7 8 5 <br /> Bese Adjusted 1100 95 1.7 625 <br /> A(/justmenfs ¢e actor . <br /> Cd Duration <br /> Cr Repetitive <br /> Ch Shear Stress <br /> Cm Wet Use <br /> L4Hd� <br /> oint oint istance ar ni ar m taA o <br /> 1875 2758 =B 2.33 413 578 =H 2.33 8. <br /> Piloads: � � <br /> � SPAN=8 FT � <br /> R1 =3157 R2=2960 <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
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