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, '- - �- -. _ . _----- -- -- Pro�MTiUe T�ac� .,,..I> <br />�PfTZER & ASSOCIATES. P' � Engincec tjp r-�.���c'[= •.. <br />}rn�•rn�a�i e+�:c:eer.� Pro;ect Desrs: 1 Sto�, <br />� rncd�.e.e��a.s,,,�.-_. <br />, -- 1 _ ¢.vm. wA se:a� <br />JlY �+��• U16n 1+=.'Jotto'o <br />aoN �awuvNClF4�rCuaJ am <br />i ASCE Seismic Base Shear <br />Seismic Base Shear � <br />-- Cs = 0.f302 hom 12.BA.1 <br />. . . . ..' 1 .. . <br />� � � <br />. __ ___ ...____ .. . <br />F.0 � UJ'. 4-P.J� i:AYIX �,1, ° M1L�Ef%�'7C'l: 17.i��,f <br />thLRC1dC, Iry�. 79ft3701E. flutf 5'4? 7P., Vn51G 9 iB <br />' • ' <br />� ASCE 140 SeNon 12.8 1 <br />�.'_. _—__ .. _ _ . _ ___.._. _--___- __. —_ ..'—. _. —___—_ ... <br />W(seeSumWiOebw) = O.00k <br />Se¢mic Base She�ar V= Cs' W= 0.00 k <br />Vertical Distribution of Sefsmic Forces —' ASCE L10 Semon f283 <br />'k'�.�aezponenlbaseOonTa= � 1.W � <br />----- ----- � <br />iaDk o! bwMrng Wew�h�s 6y Fba level... <br />. .—. .___ _—__ .._ _—__--..—_ —_�_ _—_ _ __—..__. . _ _ <br />l.evel � Wi �, We�7hf Ni : Meght (Wi' Hi) "k Cvx fc=Cvc' Y Sum Slory SAear Sum Srory Moment <br />Sum Wl - �.. p.pp k�� -.= Sum Wi' Mi = —_ p.pp k ll� �—_-= TafalBase Shear = 0.00 k= __� <br />— -- -. _._- -..'- -'-._._._. �.--'—'—... _.__, <br />_ Dia hragm Forces : Seismic Design Calegory "B" to "F" , _ <br />Leve! � Wi Fi Sum Fi Sum Wi <br />----- — - -- ---..-- ----- <br />Wpz . . . . . . . . . . . . . . . . . . . . . . . . . . Weight al level ot diaphragm and othei strudure elemcr,=_ acacrc� to �I <br />Fi . . . . . .. . . . ... .. . . . ... . . . . . .. Oesign late2l Force aoplicd at the level. <br />Sum Fi . . . . . .. . . . . .. .. . . . . . .. . Sum of'LaL Force' c! arrn; Ievel plus all b�ve 5 a6orc <br />MIN ReqU Fora (al level........ 020' Sos `I' W;,K <br />MAX Rep'd Force @ Level .. .. .. . 0.40' S05 ' I' WFa <br />FpK : �es��Gn Force (cl Level ....._'Npx' SUN(x->n) FI 1 SGA!(x->n) w; z= Cur.eni!evel, n= Tcp Level <br />Base Moment = p.p k�M <br />- —...ASCFRf0f2.f0.i1 <br />Fpz <br />