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Lateral Forces - Upper Floor/Lower Roof <br /> hwall =9 ft Average Wall Height <br /> pw=41.1•psf Design Wall Wnd Pressure(ref.Wind Loading) <br /> Longitudinal Wall Line Reactions (Ref. Shear Wall Diagram) <br /> Reaction 1 tribl := 12ft =6 ft <br /> 2 <br /> "wall \ <br /> RLup_1 pw' 2 + prf horiz'hrf proj1'tribl RLup_1 = 1.77•kip <br /> Transverse Wall Line Reactions (Ref. Shear Wall Diagram) <br /> Reaction A tribA 14ft _7 ft <br /> 2 <br /> "wall <br /> RTup_A 2 + prf horiz.hrf_proj 'tribA RTup_A = 2.07•kip <br /> 11 Lateral Summary <br /> 3/31 <br /> 02_Lateral Analysis.xmcd <br /> S12 <br />