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<br /> Results:Axial compression
<br /> Segment Condition P Pa Ratio
<br /> IK�P] IK�P]
<br /> ------------------------------- -----------------------
<br /> ------ ---____�
<br /> 1 D2(Max) 2.05 263.81 0.01 �
<br /> Results:Axial tension
<br /> Segment Condition ft Fs Ratio
<br /> [Kip/in2] [Kip/in2]
<br /> 1 D1(Top) 0.00 24.00 0.00 �
<br /> ------ ----------------- ------ ------------
<br />� Results:Shear
<br /> Segment Condition fv Fv Ratio
<br /> [Kip/in2] [Kip/in2j
<br /> 1 D3(Bottom) 0.001 0.039 0.03 C�
<br /> SHEAR WALL DESIGN:
<br /> Status . OK
<br /> I
<br /> i Geometry:
<br /> Page3
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