Laserfiche WebLink
Longitudinal Direction: <br />Shear Walls (Vertical): <br />H" h R fl IIQI 00 eve: <br />1 1 to 2 2 2 to 3 3 <br />fx(psf) 6 .17 6 .17 6 .17 6 .17 6.17 <br />Spacing (ft) 32 14.67 <br />Depth (ft) 34.2 24.5 9.67 <br />•: ~~e Net D (b, ft) 7.00 8.0 See Paae 8 <br />Vseismic (lb) 2,857 2 ,419 <br />Vwind (lb) 1,249 1,249 <br />Vgovems (lb) 2 ,857 2,419 <br />Vgovems(Pit) 408 302 <br />Vtactored(plf) 408 302 <br />Vtactored*1 .0 (plf) 408 302 <br />Min . D (ft) 7.00 4.0 <br />M0 (lb-ft) 25,712 10,886 <br />Wroot (plf) 160 160 <br />Wwall (plf) 153 153 <br />0 .6*MR (lb-ft) 4 ,604 1,503 <br />Tie-down (6") YES YES <br />Tie-down (lb) 3,247 2,681 <br />Tie-down HOU5&SSTB24 HOU2&SSTB16 <br />Comp . Post 2-2x4 2-2x4 <br />0 + E/1.4 <br />E = p Eh <br />p= 1.30 <br />Longitudinal Shear Walls <br />Wall (grid line) l:Fabove (lb) l:Fx (I b) Ftotal v=E/1.4b Shear# Wall Length Sheathing 1 Allowable Shear <br />(I b) (plf) (ft) or2 sides (plf) <br />·""".!~ <br />1 2,857 2,857 408 1 7 .0 1 280 --2 -2 ,419 2,419 302 1 8 .0 1 280 <br />Diaphragm (horizontal): <br />Roof Level · <br />1 1 to 2 2 2 to 3 3 <br />fpx(psf) 6 .17 6 .17 6 .17 6 .17 6 .17 <br />L (ft) 32 14.67 <br />Depth (ft) 34.2 24.5 9.67 <br />Area (tr) 1,094 359 <br />f seismic( plf) 99 45 <br />Vwind(plf) 18 25 <br />Governs Seis. Seis. <br />V govemed(plf) 99 45 <br />Roof Panel 1/2" cox 1/2" cox <br />Shear 270 270 <br />Edge Nail 8d@ 6",6",12" 8d@ 6",6",12"