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Lateral Forces - Roof <br /> hwall =9 ft Average Wall Height <br /> hrf_proj := 8ft Roof Projection Above Wall <br /> pw=41.1•psf Design Wall Wnd Pressure(ref.Wind Loading) <br /> Prf horiz = 13.9•psf Design Roof Wind Pressure(ref.Wind Loading) <br /> Longitudinal Wall Line Reactions (Ref. Shear Wall Diagram) <br /> Reaction 1 trib1 := 26ft = 13 ft <br /> 2 <br /> RLrf 1 Pw 2a11\ tribl + Prf horiz'hrf�roj Eft RLrf 1 =2.74•kip <br /> ,1 � - , - <br /> Transverse Wall Line Reactions (Ref. Shear Wall Diagram) <br /> Reaction A tribA := 16ft = 8 ft <br /> 2 <br /> 1 hwal l <br /> RTrf A:= Pw'\ 2 + Prf horiz'hrf prof tribA RTrf A=2.37•kip <br /> 02_Lateral Analysis.xmcd /d 3y <br /> /// Si <br />