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ASSET: 413975, CALVARY CHAPEL CA <br />CUSTOMER: VERIZON WIRELESS <br />CITY OF SANTA ANA <br />CODE: Plali-Building Agency <br />PROJECT 14907502 <br />Approved <br />MIM i EINFORCING STEEL STRENGTH ANALYSIS =013 PERMIT ISSUANCE <br />Rebar Cage Diameter Steel Elastic Modulus, E Strength Bending/Tension Strength Shear Reduction Strength Compression Reduction <br />(in) (ksi) Reduction Factor, Ob Factor, 0 Factor, 0, <br />55.48 <br />29,000 <br />0.9 <br />PIER REINFORCING MOMENT ANALYSIS <br />0.75 Master ID: 0.65 <br />Date: <br />Design Moment, M. <br />Nominal Moment Capacity, mbMn Bending Reinforcement Ratio <br />Pier Rebar Flexure Usage, <br />(k-ft) <br />(k-ft) <br />Mj0bMn <br />843.15 <br />1,864.83 0.00 <br />45.2% <br />O <br />PIER REINFORCING COMPRESSION ANALYSIS <br />Buoyant Weight of Concrete <br />Design Compression, P. Nominal Compressive Capacity, (PpPn <br />Pier Rebar Compressive Usage, <br />(k) <br />(k) (k) <br />Pu / CDpPn <br />67.71 <br />38.48 7,249.93 <br />0.5% <br />O <br />PIER REINFORCING SHEAR ANALYSIS <br />Design Shear, V. <br />Nominal Shear Capacity, 0vVn <br />Pier Rebar Shear Usage, <br />(k) <br />(k) <br />Vu / (PvVn <br />121.85 <br />427.03 <br />28.5% <br />O <br />Task ID: 584449 Page 2 of 2 10/3/2024 9:11:17 <br />