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Transverse Direction: <br />Shear Waijls {Vertical): <br />--[ <br />f-____ fxQ)sf) <br />! --· se:-'cing (ft) r I­ <br />I <br />Depth (ft) - <br />--~--~-t~t C!JE.J!l. I <br />~ V seismic (I b) --·------- <br />[-Vwind (lb) <br />•N• .. m~-·-• <br />Vgoverns (lb) ! <br />! <br />i ----··v;;>Verns( pi!-) <br />1,~ <br />' ~·--~"l.ll~"'"'"""""""--t.O""" <br />Vtactored(plf) i_ <br />' Vtoctore/1.0 (plf) ------- <br />i <br />i' I <br />I <br />-- <br />·-·- <br />Min. D (ft) <br />Mo (lb-ft) <br />Wroof (pif) <br />Vl\vall (plf) <br />r--0.6*MR (lb-ft) - <br />Tie-down (6") <br />---~~_ie-down (lb) <br />Roof Level <br />A <br />6.52 <br />34.6 <br />8Jj0 <br />1 '128 <br />1,386 <br />1,386 <br />173 <br />173 <br />'173 <br />8.00 <br />11,086 <br />50 <br />136 <br />3,573 <br />YES <br />939 <br />A to B B B to C c C to D D <br />6.52 6.52 6.52 6.52 6.52 6.52 <br />10 14.75 36.6 <br />34.6 17.25 17.25 <br />8.00 10.42 7.00 <br />1,958 2,888 2,058 <br />1,386 1,386 1,386 <br />1,958 2,888 2,058 <br />245 277 294 <br />245 277 294 <br />245 277 294 <br />8.00 10.42 7.00 <br />15,661 23,103 16,467 <br />60 70 80 <br />136 136 136 <br />3,765 6,712 3,176 <br />YES YES YES <br />1,487 1,573 1,899 <br />--~!:_1~-down --1-HDU2&SSTB16 I~ <br />L <br />HDU2&SSTB16 HDU2&SSTB16 HDU2&SSTB16 <br />--~?mr..:..£~st j_ 2-2x4 <br />D + E/1.4 <br />E = p Eh <br />Ttransve;r:se Shea!' Walls <br />·---··-~t-"~-· <br />rid line) L:Fabove (lb) <br />-·-""'~~ -- <br />~ ----. - <br />--- <br />Diap!uarJm (horizontal): <br />,.._.,....,.,._..~·~--· <br />·-·~-··-·~--~~-- <br />I <br />... ~_, ... _!px\!Jsf) <br />-~· <br />r ~ <br />i <br />I <br />L (ft) <br />Depth (ft) <br />Area (fe) <br />f seismic( P If) <br />VwinC:(plf) <br />Governs <br />:~···~~---- <br />'· <br />V governed(p!f) <br />i·~----· i=<.oof Panei <br />Shear i··----· <br />Roof Level· <br />A <br />6.52 <br />34.6 <br />L:Fx (I b) <br />1,386 <br />1,958 <br />2,888 <br />2,058 <br />A to B <br />6.52 <br />10 <br />346 <br />33 <br />20 <br />Seis. <br />33 <br />1/2" cox <br />270 <br />l .... _ Edgf::__ N~--8d@ 6",6",12" <br />2-2x4 2-2x4 2-2x4 <br />p= 1.30 <br />Ftotal v=E/1.4b Shear# Wall Length Sheathing 1 <br />(I b) (plf) (ft) or 2 sides <br />1,386 173 1 8.0 1 <br />1,958 245 1 8.0 1 <br />2,888 277 1 10.4 1 <br />2,058 294 1 7.0 1 <br />B B to C c Cto D D <br />6.52 6.52 6.52 6.52 6.52 <br />14.75 36.6 <br />34.6 11.25 17.25 <br />254 631 <br />48 119 <br />40 40 <br />Seis. Seis. <br />48 119 <br />1/2" cox 1/2" cox <br />270 270 <br />8d@ 6",6",12" 8d@ 6",6",12" <br />Allowable <br />Shear (plf) <br />280 <br />280 <br />280 <br />280 <br />7