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19227 Facing Analysis <br />Facing <br />Temporary <br />Facing Thickness: <br />4.000 inches <br />Vertical Reinforcement Area: <br />0.08 ins/foot <br />Horizontal Reinforcement Area: <br />0.06 in`/foot <br />Wo. of Vertical Water Bars: <br />2 <br />He. of Horizontal Hulse Bars: <br />2 <br />WaleP Bar Area: <br />0.20 in' <br />Water Bar Yield Strength: <br />60.0 ksi <br />Concrete Yield Strength: <br />3.6 ksi <br />Reinforcement Yield Strength: <br />55.0 ksi <br />Punching Correction Factor: <br />1.DB <br />Flexural Correction Factor: <br />2.BB <br />Bearing Plates <br />Bearing Platt Width / Height: 6.00E inches <br />Bearing <br />Plate <br />Thickness: <br />0.625 <br />inches <br />Bearing <br />Plate <br />Hole Diameter: <br />1.250 <br />inches <br />Wedge Washer Dometer: <br />inches <br />Concrete Hole <br />Diameter: <br />6.BB0 <br />inches <br />Bearing <br />P1Me <br />Yield Strength: <br />36.0 <br />ksi <br />Bearing <br />Plate <br />Tensile Strength: <br />32.4 <br />ksi <br />Factors of Safety <br />AID Facing Factors of Safety: <br />Temporary <br />Punching: 1.35 <br />Flexural: 1.35 <br />ASO Bearing Plate Factors of Safety: <br />Tensile Stress: 2.00 <br />Page 2 <br />