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W®odWarks® ShaarWalls Whitkanack Shop.wtsw JUn. 23, 2022 2Q:07:01 <br />Flexible Diaphragm Seismic Design <br />SEISMIC INFoRmATInm <br />Level <br />Mass Area <br />Story Shear jibs] <br />Diaphragm Force jibs] <br />Ibs s .ff <br />E W N-S <br />£-W: FPx Desi n N-S: Fax pest , <br />2 <br />35 8 480.0 <br />1192 1192 <br />877 97, 377 877 <br />All <br />11400 480.0 <br />5:= 9_' <br />:C37 2070 i037 1637 <br />21048 - <br />2104 2104 <br />- - <br />Legend: <br />Mass - Sum of ail(generated and input building masses On level = wx in ASCE 7 equation 12.8-12_ <br />Story Shear-- Total unfactcred (strangth-level) shear force induced at level x, = Fx in ASCE 7 equation 12.8-11. <br />Diaphragm Force - Minimum ASD-factored tbrce for diaphragm design, used by Shearwatis only for drag strut forces, as per Exception to 12.10,2.1. Fpx is <br />from Eqns. 12.10-1, -2, and -3. Design = The greater of the story shear and Fpx - transfer forces from discontinuous sheadines, factored by overstrength <br />(omega) as per 12.10.1.1. Omega = 2.5 as per 12.2-1. <br />Redundancy Factor p (rho), <br />E-W 1.00, N-S 1.00 <br />Automatically calculated according to ASCE 712.3.4.2. <br />Vertical Earthquake Load Ev <br />Ev = 0 for Seismic Design Category A as per ASCE 7 12,4.2.2, <br />