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6323 BEVERLY BLVD 2021-07-12
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6323 BEVERLY BLVD 2021-07-12
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7/12/2021 8:42:46 AM
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7/12/2021 8:41:33 AM
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Address Document
Street Name
BEVERLY BLVD
Street Number
6323
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Page 10 of 21 <br /> 2nd story <br /> Shearwall Forces-Longitudinal Direction <br /> Story shear(kips)= 3.07 Accumulated shear(kips)= 3.07 <br /> Story height(ft)= 8.00 <br /> Total Width(ft)= 23.0 <br /> Story Wall Wall Opening Opening Opening Plate to Sheathing Min Panel Co Trib.Width %Sharing Story Sum Story Sum Panel Req.Panel Plate Sum RM Resultant Force at <br /> D(ft Width(ft) Height(ft to Edge(ft) Opening(ft) Ratio Width(ft) (ft) V(kips) Vlkips) DL(klf) DL(klf) Shear(plf) Shear(pia Shear(plf) OTM(k-ft) (k-ft) HD(kips) Window(kips) <br /> 2 LA 8.0 0.00 0.00 0.00 0.00 1.00 8.00 1.00 11.50 0.52 0.79 0.79 0.12 0.12 99 99 99 6.34 3.71 0.37 NA <br /> 2 LB 7.5 0.00 0.00 0.00 0.00 1.00 7.50 1.00 11.50 0.48 0.74 0.74 0.12 0.12 99 99 99 5.94 3.26 0.40 NA <br /> 2 LC 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LD 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LE 8.0 0.00 0.00 0.00 0.00 1.00 8.00 1.00 11.50 0.52 0.79 0.79 0.12 0.12 99 99 99 6.34 3.71 0.37 NA <br /> 2 LF 7.5 0.00 0.00 0.00 0.00 1.00 7.50 1.00 11.50 0.48 0.74 0.74 .12 0.12 99 99 99 5.94 3.26 0.40 NA <br /> 2 LG 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LH 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LI 0.0 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 NA <br /> 2 LJ 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 -75700 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LK 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LL 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LM 0.0 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 NA <br /> 2 LN 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LO 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 LP 0.0 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> Sum 31.0 0.00 23.00 4.00 3.07 3.07 <br /> 1st story <br /> Shearwall Forces-Longitudinal Direction <br /> Story shear(kips)= 1.5 Accumulated shear(kips)= 4.54 <br /> Story height(ft)= 4.00 �� <br /> Total Width(Ft)= 23.00 4j <br /> Story Wall Wall Opening Opening Opening Plate to Sheathing Min Panel Co Trib.Width %Sharing Story Sum Story Sum Panel Req. anel Plate Sum RM Resu ant Force at <br /> D ft Width ft Hei l ht ft to Ed le ft O.enin ft Ratio Width ft ft V ki b s V !.s DL DL kl Shear S,••r I, Shear .1 OTM k-ft k ft • ki h . Window ki.s <br /> 1 LA 8.0 0.00 0.00 0.00 0.00 1.00 8.00 1.00 11.50 0.52 0.38 1.17 0.09 0.20 146 146 146 11.02 6.53 0.64 NA <br /> 1 LB 7.5 0.00 0.00 0.00 0.00 1.00 7.50 1.00 11.50 0.48 0.36 1.10 0.09 0.20 146 146 146 10.34 5.74 0.69 NA <br /> 1 LC 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #D 1! #DIV/0! 0.00 0.00 -I 1! NA <br /> 1 LD 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #D 4 /0! #DIV/0! 0.00 0.00 #1 1! NA <br /> 1 LE 8.0 0.00 0.00 0.00 0.00 1.00 8.00 1.00 11.50 0.52 0.38 1.17 0.09 0.20 146 14. 146 11.02 6.53 0.64 NA <br /> 1 LF 7.5 0.00 0.00 0.00 0.00 1.00 7.50 1.00 11.50 0.48 0.36 1.10 0.09 0.20 146 146 146 10.34 5.74 0.69 NA <br /> 1 LG 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #D1V/0! . '/0! #DIV/0! 0.00 0.00. I! NA <br /> 1 LH 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 1 LI 0.0 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 NA <br /> 1 LJ 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 1 LK 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 1 LL 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 1 LM 0.0 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 NA <br /> 1 LN 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> I LO 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 1 LP 0.0 0.00 0.00 0.00 0.00 #DIV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> Sum 31.0 0.00 23.00 4.00 1.47 4.54 <br /> 6...*--727--.-.-/--------‘257:')\' <br /> L? <br />
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