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Segment Condition fv Fv Ratio <br /> [Kipfin2] [Kip/in2] <br /> ------------------------------------ --------------- <br /> 1 D2(Max) 0.000 0.035 0.00 � <br /> Notes: <br /> "P=Axial load <br /> *Pa=Allowable compressive force due to axial load. <br /> *M=Moment at the section under consideration. <br /> *Ma=Wall allowable moment due to axial force or lintel pure flexure allowable moment <br /> *fa=Calculated compressive stress due to axial load only <br /> •fb=Calculated compressive stress due to axial flexure only <br /> "ft=Calculated axial tension <br /> *Fa=Allowable compressive stress due to axial load only <br /> *Fb=Allowable compressive stress due to axial flexure only <br /> *fv=Calculated shear stress <br /> *Fs=Allowable tensile or compressive stress <br /> "Fv=Allowable shear stress � <br /> *Id=Embedment length <br /> "As=Effective cross sectional area of reinforcement <br /> *Ss=Calculated deflection <br /> *Smax=Maximum allowable deflection <br /> I <br /> i <br /> PageS <br />