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• <br /> Project Title: <br /> 1'1 I /1 I? .ti 1 s"t)( 111 F �. 1'1 1 ( Engineer: tjp <br /> • Project ID: <br /> 1111 Project Descr: <br /> A <br /> Printed,12 APR 2023, 1.12PM <br /> ASCE Seismic Base Shear File:4 beams template.ec6 <br /> Software• y •c t ENERCALC,INC.1983-2020,Build:12.20.5.31 <br /> Lic.#:KW-06006556 PITZER&ASSOCIATES <br /> Seismic Base Shear ASCE 7-16 Section 12.8.1 <br /> Cs = 0.1739 from 12.8.1.1 W(see Sum Wi below) = 0.00 k <br /> Seismic Base Shear V= Cs'W = 0.00 k <br /> Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3 <br /> "k":hx exponent based on Ta= 1.00 <br /> Table of building Weights by Floor Level... <br /> Level# Wi:Weight Hi:Height (Wi'Hi"k) Cvx Fx=Cvx'V Sum Story Shear Sum Story Moment <br /> Sum Wi= 0.00 k Sum Wi'Hi = 0.00 k-ft Total Base Shear= 0,00 k <br /> Base Moment= 0.0 k-ft <br /> Diaphragm Forces:Seismic Design Category"B"to"F" ASCE 7-16 12.10.1.1 <br /> Level# WI Fi Sum Fi Sum Wi Fpx:Calcd Fpx:Min Fpx:Max Fpx Dsgn.Force <br /> Wpx Weight at level of diaphragm and other structure elements attached to it. <br /> Fi Design Lateral Force applied at the level. <br /> Sum Fi Sum of"Lat.Force"of current level plus all levels above <br /> MIN Req'd Force @ Level 0.20*S os I*Wpx <br /> MAX Req'd Force @ Level 0.40*S Ds I*Wpx <br /> Fpx:Design Force @ Level Wpx'SUM(x->n)Fi / SUM(x->n)wi, x=Current level,n=Top Level <br />