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Project Name:Samueli Academy Engineer:Elie Sayegh, PE <br />Project No.:1074220072 Date: <br />33%Pier SW 4.6 kips* <br />P (axial)16.00 kips P (axial)-5.43 kips <br />Total Demand 20.6 kips Total Demand -5.4 kips <br />Soil Friction Capacity 14.84 kips Soil Friction Capacity 8.91 kips <br />Soil Bearing Capacity 28.86 kips 60%Pier SW 8.37 kips <br />Soil Total Capacity 43.7 kips Soil Total Capacity 17.3 kips <br />DCR 47.1%DCR 31% <br />Load Case P (k) V (k) M (k-ft)V (k)M1 (k-ft) M2 (k-ft) MT (k-ft) <br />D 6.0 0.0 38.0 0 0.0 168.4 0.0 168.4 <br />Lr 10.0 0.0 72.0 0 1.7 193.6 2.7 196.3 <br />S 0.0 0.0 0.0 0 1.7 78.4 2.7 81.1 <br />W 7.9 3.4 65.6 -8 3.4 147.2 5.4 152.5 <br />E 0.0 8.8 108.8 0 3.4 111.2 5.4 116.5 <br />3.4 99.8 5.4 105.1 <br />10.9 181.5 17.3 198.9 <br />10.9 170.1 17.3 187.5 <br />Gov 10.9 Gov 198.9 <br />1.2D + E + 0.2S <br />0.9D + E <br />1.2D + 1.6Lr <br />1.2D + 1.6Lr + 0.5W <br />1.2D + 1.6S + 0.5W <br />1.2D + W + 0.5Lr <br />1.2D + W + 0.5S <br />0.9D + W <br />Bearing is Ok! Tension/Uplift is Ok! <br />Connection Section & Embed Calculations <br />Loads - Governing Direction/Axis: + X-X Load Combination of Shear & Moments <br />Combo <br />11/10/2023 <br />Concrete Pier with Bolted Steel Post Design - P1 (Continued) <br />Pier Soil Firction & Bearing Calculations <br />Downward Loads (+) Uplift Loads (-) <br />*XX% of pier self-weight is included to account for added weight exceeding displaced soils <br />Page 10 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024