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5822 1ST DR W 2016-01-01 MF Import
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5822 1ST DR W 2016-01-01 MF Import
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Last modified
3/27/2017 2:24:58 PM
Creation date
3/7/2017 8:04:43 PM
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Address Document
Street Name
1ST DR W
Street Number
5822
Imported From Microfiche
Yes
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C . <br /> Date:7/11/97 BeamChek2.2 <br /> Choice (2)2x 12 DF-L A2 BASE Fb:g�5 ADJ Fb=1006 <br /> Condifionc '91 NDS <br /> Min Bearing Area R1=7.3 in= R2=7.3 in� DL Defl 0.52 in <br /> Data Beam Span 17.0 ft Reaction 1 4532 k Reaction 1 LL 3188 N <br /> Beam Wt per ft 8.2 k Reaction 2 4532 M Reaction 2 LL 3188 k <br /> Beam Weight 139 X Maximum V 4532 N <br /> Max Moment 19262'M Max V(Reduced) 4032 N <br /> TL Maz Defl L/240 TL Actual Defl L/116 <br /> LL Maz Detl L/360 LL Actual De(I L/165 <br /> Aftribufes Section in� 5hear in� TL Defl in LL Defl <br /> Actual 6328 33.75 1.76 1.2a <br /> Critical 229.71 55.36 0.85 0.57 <br /> Status Fails Feils Faile Feils <br /> Retio 363% 164% 207% 218% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) <br /> Velues Base Values 875 95 1.6 625 <br /> Bese Adjusted 1006 109 1.6 625 <br /> Adiustments CF Size Factor 1.000 <br /> Cd Duration 1.15 1.15 <br /> Cr Repetitive <br /> Ch Shear Stress <br /> Cm Wet Use <br /> BeamChek has automatically added the beam seN-weight into the calculations. <br /> Loads Unilorm TL: 525 =A Uniform LL: 375 <br /> Uniform Load A <br /> � Q <br /> R 1 =4532 R2=4532 <br /> SPAN= 17 FT <br /> Uniform and paAial uni}orm loads are Ibs per lineai k. <br />
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