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ASSET:300865, Grand Ave CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:14763144 <br />Task ID: 524508 Page 2 of 2 4/22/2024 8:37:36 <br />REINFORCING STEEL STRENGTH ANALYSIS <br />Rebar Cage Diameter <br />(in) <br />Steel Elastic Modulus, E <br />(ksi) <br />Strength Bending/Tension <br />Reduction Factor, Фb <br />Strength Shear Reduction <br />Factor, Фv <br />Strength Compression Reduction <br />Factor, Фc <br />51.59 29,000 0.9 0.75 0.65 <br />PIER REINFORCING MOMENT ANALYSIS <br />Design Moment, Mu <br />(k-ft) <br />Nominal Moment Capacity, ФbMn <br />(k-ft)Bending Reinforcement Ratio Pier Rebar Flexure Usage, <br />Mu/ФbMn <br />979.98 3,190.90 0.01 30.7% <br />PIER REINFORCING COMPRESSION ANALYSIS <br />Buoyant Weight of Concrete <br />(k) <br />Design Compression, Pu <br />(k) <br />Nominal Compressive Capacity, ФpPn <br />(k) <br />Pier Rebar Compressive Usage, <br />Pu / ФpPn <br />54.49 42.41 4,588.04 0.9% <br />PIER REINFORCING SHEAR ANALYSIS <br />Design Shear, Vu <br />(k) <br />Nominal Shear Capacity, ФvVn <br />(k) <br />Pier Rebar Shear Usage, <br />Vu / ФvVn <br />143.85 329.29 43.7% <br />1110 3%4 E Seventeenth St, Unit <br />#WCC01 <br />10/18/2024