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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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BEVERLY BLVD
Street Number
6323
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Page 9 of 21 <br /> 2nd story <br /> Shearwall forces-Transverse Direction <br /> Story shear(kips)= 3.07 Accumulated shear(kips)--- 3.07 <br /> Story height(ft)= 8.00 <br /> Total Width(ft)= 34.00 <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 a) (ft) V(kips) V(kips) DL(klf) DL(klf) Shear(pit) Shear(plf) Shear(plf) OTM(k ft) (k-ft) HD(ldps) Window(kips) <br /> 2 TA 8.0 0.00 0.00 0.00 1.00 1.00 8.00 1.00 17.00 0.50 0.77 0.77 0.07 0.07 96 96 96 6.14 2.27 0.51 0.00 <br /> 2 TB 8.0 0.00 0.00 0.00 1.00 1.00 8.00 1.00 17.00 0.50 0.77 0.77 0.00 96 96 96 6.14 0.00 0.77 0.00 <br /> 2 TC 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 TD 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! #D!V/0! 0.00 0.00 #DIV/0! NA <br /> 2 TE 12.0 0.00 0.00 0.00 1.00 1.00 12.00 1.00 17.00 1.00 1.54 1.54 0.07 0.07 128 128 128 12.28 5.11 0.64 0.00 <br /> 2 TF 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 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! NA <br /> 2 TG 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 TH 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 TI 0.0 0.00 0.00 0.00 1.00 1.00 0.00 1.00 0.00 0.25 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.00 <br /> 2 TJ 0.0 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.25 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 NA <br /> 2 TK 0.0 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.25 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 NA <br /> 2 TL 0.0 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.25 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 NA <br /> 2 TM 0.0 0.00 0.00 0.00 1.00 1.00 0.01 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0 0 0.00 0.00 0.00 0.00 <br /> 2 TN 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 TO 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 TP 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 28.0 0.00 34.00 4.00 3.07 3.07 <br /> 1st story <br /> Shearwall forces-Transverse Direction Z� <br /> Story shear(kips)= 1.5 Accumulated shear(kips)= 4.54 1 <br /> Story height(ft)= 4.00 Total Width(Ft)= 34.00 S 11 w b r Y <br /> Story Wall Wall Opening Opening Opening Plate to Sheathing Min Panel Co Trib.Width %Sharing Story Sum Story Sum Panel Req.P nel Plate Sum RM Res Itant Force at <br /> D(ft) Width(ft) Height(ft) to Edge(ft) Opening(ft) Ratio Width(ft)_ sft) V(kips) V(kips) DL(klt) DL(klfl Shear(plf) Sh'.r p I Shear(plf) OTM(k ft) (k-ft) I a, Window(kips) <br /> 1 TA 8.0 1.00 1.00 8.00 1.00 17.00 0.50 0.37 1.14 0.05 0.12 142 142 142 10.68 3.81 0.91 0.00 <br /> I TB 8.0 0.00 0.00 0.00 1.00 1.00 8.00 1.00 17.00 0.50 0.37 1.14 0.00 142 142 142 10.68 0.00 1.34 0.00 <br /> 1 TC 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 #DIV/0! #D /0! #DIV/0! 0.00 0.00 - ' 0! NA <br /> 1 TD 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! #1 I! #DIV/0! 0.00 0.00 NA <br /> 1 TE 12.0 0.00 0.00 0.00 1.00 1.00 12.00 1.00 17.00 1.00 0.74 2.27 0.05 0.12 189 189 189 21.36 8.57 1.14 0.00 <br /> 1 IF 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 #DIV/0! ': k I. #DIV/0! 0.00 0.00 •DIV/I NA <br /> 1 TG 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 TH 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 TI 0.0 0.00 0.00 0.00 1.00 #DWV/0! 0.00 1.00 0.00 0.00 0.00 0.00 0.00 #DIV/0! #DIV/0! #DIV/0! 0.00 0.00 #DIV/0! #DIV/0! <br /> 1 TJ 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 0 0 0.00 0.00 0.00 NA <br /> 1 TK 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 TL 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 TM 0.0 0.00 0.00 0.00 0.00 1.00 0.01 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 TN 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 TO 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 TP 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 28.0 0.00 34.00 4.00 1.47 4.54 <br />
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