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ASSET:300743, Crazy Horse CA CODE:ANSI/TIA-222-H <br />CUSTOMER:VERIZON WIRELESS PROJECT:13716774 <br />Task ID: 533628 Page 2 of 2 5/17/2024 11:38:19 <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 />64 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 />325.19 1,786.98 0.00 18.2% <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 />80.26 41.38 5,776.42 0.7% <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 />43.70 392.78 11.1% <br />2210 3%4 S Ritchey St # <br />WCC018/5/2024