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Out-of-alane loads: <br /> Story Condition Magnitude <br /> [Kip/ft2] <br /> 1 W L 0.02 <br /> Parapet WL 0.02 <br /> ------------------------------------ __---------------• ' <br /> BFARING WALL DESIGN: <br /> Status . OK <br /> Geometry: <br /> Segment X Coordinate Y Coordinate Width Height <br /> [ft] [ft] [ft] [ft] <br /> 1 0.00 0.00 15.00 � 3.33 <br />' Vertical reinforcement: <br /> Segment Bars Spacing Ld <br /> [in] [in] <br /> 1 4-#4 48.00 25.17 <br /> Results:Combined axial flexure <br /> Segment Condition P M Ma Ratio <br /> [Kip] [Kip"ft] [Kip'ft] <br /> 1 D3(Bottom) 1.23 1.39 5.70 0.24 C� �1 <br /> Interaction diagrams,P vs.M: <br /> I <br />� Page2 <br />� <br />