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.,,e,m.e„ ous Frir, <br />995 riI <br />is 11 <br />Ira <br />20 or <br />Wled design Rapti handles; for that lath folbw similar procedure for al loved; <br />Lro beneath level: <br />95 r1-9.5 H/2-a75fit <br />15it-4.751f=a0.25 ft <br />4.75ft-l5f1=-S.SR <br />10,M ft, 3.5 ft-4.75R <br />Trio above level: <br />9.5 M 9.5 fl/2=14.5R <br />14.5ft-15ft-�0.5 ft <br />151t-9.5R- 55ft <br />.OSfta-i5ft=5h <br />Therefore, W,: 110.25 n-19 3 psp, l ss rt' 14.2 psp a l051tP 142 <br />psll♦ 550' 14.2 pri H13.01 off r 975111 <br />21IaM <br />Repeal this procedure for all level¢ <br />Table 1. Distinction Lending (behaved) <br />Oiaphra[m treat <br />Height-ft. <br />vanIbi <br />ROOF <br />9.5 <br />]95 <br />265.3 <br />141.5 <br />For design of shear walk, Wx is additive from the roof down <br />SEISMIC ANALYSIS (ASCE 7-16 CHAPTER 12) <br />Sate Comdinates: 47,6697111-322.U2365-W <br />USGS-provided Output: <br />