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TES Engr. Number:Page 2/2 Date: <br />Usage <br />Allowable Foundation Overturning Resistance (kips-ft.):2132.8 >Design Factored Moment (kips-ft): 473 0.22 OK! <br />Factor of Safety of Passive Soil Resistance against Moment:4.51 OK! <br />Check the capacities of Reinforceing Concrete: <br />Strength reduction factor (Flexure and axial tension):0.90 Strength reduction factor (Shear):0.75 <br />Strength reduction factor (Axial compresion):0.65 Wind Load Factor on Concrete Design:1.00 <br />Reinforcing Concrete Pier:Usage <br />Vertical Steel Rebar Area (sq. in./each): 1.27 Tie / Stirrup Area (sq. in./each):0.20 <br />Calculated Moment Capacity (Mn,Kips-Ft):4706.8 >Design Factored Moment (Mu, K-Ft):396.5 0.08 OK! <br />Calculated Shear Capacity (Kips):591.9 >Design Factored Shear (Kips):52.6 0.09 OK! <br />Calculated Tension Capacity (Tn, Kips):2126.0 >Design Factored Tension (Tu Kips):0.0 0.00 OK! <br />Calculated Compression Capacity (Pn, Kips):4484 >Design Factored Axial Load (Pu Kips):14.1 0.00 OK! <br />Moment & Axial Strength Combination:0.08 OK!Max. Allowable Tie/Stirrup Spacing:12.00 in. <br />Pier Reinforcement Ratio:0.012 <br />9/11/2025 <br />Check Soil Capacities: <br />Reinforcement Ratio is satisfied per ACI <br />162721