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Asset 83177 1 <br /> Pier Strength Capacities <br /> Concrete Compressive Strength,fe 4,000 psi <br /> Rebar Size# 11 <br /> Rebar Area(Single) 1.56 in2 <br /> Rebar Quantity 19 <br /> Rebar Yield Strength, Fy 60 ksi <br /> Vertical Rebar Clear Cover 4 in <br /> Tie Rebar Size# 5 <br /> Tie Rebar Area(Single) 0.31 in2 <br /> Tie Rebar Spacing s 18.0 in <br /> Tie Rebar Yield Strength, Fy 40 ksi <br /> Rebar Cage Diameter 73.34 in <br /> Strength Bending/Tension Reduction Factor,(I)B 0.90 <br /> Strength Shear Reduction Factor,ckv 0.75 <br /> Strength Compression Reduction Factor,(pc 0.65 <br /> Steel Elastic Modulus 29,000 ksi <br /> Design Moment, M„ 2,605.3 k-ft <br /> Moment Capacity,ABM 4,285.2 k-ft <br /> M„/(i)BM„ 60.8% <br /> Design Shear,V„ 338.2 k <br /> Shear Capacity,4vVn 596.8 k <br /> V„/(I)vVn 56.7% <br /> Design Compression, P„ 54.2 k <br /> Compression Capacity,411pP„ 10,670.2 k <br /> (i)pPn 0.5% <br /> Bending Reinforcement Ratio 0.005 <br /> Page 2 of 2 <br />