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19227 Facing Analysis <br />Flexural: 1.60 <br />Bearing Stress of Steel: 1.25 <br />Bearing Stress of Concrete/SM1otcrete: 3.33 <br />Results <br />Facing <br />Capacity Ratio <br />Allowable (Mormalit di by <br />Resistance Control Mode <br />Analysis Failure Fade kips Capacity) <br />Temporary: Flexure: a.3 1.26 <br />Punching Shear: 22.5 1.00 <br />Bearing Plates: <br />Allowable <br />Resistance <br />Failure MMe kips <br />Flexure <br />(Tensile Limit): <br />5.0 <br />Flexure <br />(Yield): <br />6.9 <br />Bearing <br />Stress of Steel: <br />-26.5 <br />Bearing <br />Stress of <br />Con: note or SM1otcrete: <br />8.0 <br />END OF REPORT <br />Page 3 <br />