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Project Name:Samueli Academy Engineer:Elie Sayegh, PE <br />Project No.:1074220072 Date: <br />H (Top of Steel Col to Finish Grade):12.5 ft Min. Allowable Vertical Bearing:3000 psf <br />Pier Ø :3.50 ft Min. Embed. Depth:6 ft <br />H embed (Pier Embedment Depth):10.00 ft Inc./ft Past Min. Embed:0 psf <br />H abv (Pier Height Above Grade):0.00 ft Maximum Vertical Bearing:3000 psf <br />System Omega Factor or Rho:1.25 ΩAllowable Vertical Bearing:3000 psf <br />Allowable Horizontal Bearing:600 pcf <br />Maximum H Bearing 6000 psf <br />Allow. Friction (Downward):150 psf <br />Loads D (kips)L (kips)S (kips)W (kips)E (kips)Allow. Friction (Uplift):90 psf <br />Positive 6.0 10.0 0.0 7.9 0.0 Depth of Soil at Top to Ignore:1 ft <br />Negative 0.0 0.0 0.0 -9.0 0.0 Allowable Inc. (Short Duration):33%% <br />Loads D (kips)L (kips)S (kips)W (kips)E (kips)Loads D (kips)L (kips)S (kips)W (kips)E (kips) <br />Positive 0.0 0.0 0.0 3.4 8.8 Positive 0.0 0.0 0.0 3.4 6.3 <br />Negative 0.0 0.0 0.0 -3.4 -8.8 Negative 0.0 0.0 0.0 -3.4 -6.3 <br />Loads D (k-ft)L (k-ft)S (k-ft)W (k-ft)E (k-ft)Loads D (k-ft)L (k-ft)S (k-ft)W (k-ft)E (k-ft) <br />Positive 38.0 72.0 0.0 65.6 108.8 Positive 0.0 0.0 0.0 47.5 87.5 <br />Negative 0.0 0.0 0.0 -93.8 -108.8 Negative 0.0 0.0 0.0 -47.5 -87.5 <br />Loads D (k) L (k) S (k) W (k) ΩE (k) Loads D (k) L (k) S (kips) W (k) ΩE (k) <br />Positive 3.04 5.76 0.00 5.24 10.88 Positive 0.00 0.00 0.00 3.80 8.75 <br />Negative 0.00 0.00 0.00 -7.51 -10.88 Negative 0.00 0.00 0.00 -3.80 -8.75 <br />+ X-X 24.92 kips D (k)3.04 kips <br />- X-X -18.38 kips L (k)5.76 kips <br />+ Z-Z 12.55 kips S (k)0.00 kips <br />- Z-Z -12.55 kips W (k)5.24 kips E (k) <br />ΩE (k)10.88 kips 8.70 <br />Governing 17.06 -5.43 Governing 27.16 -13.56 <br />0.6D + 0.7E 3.60 0.00 0.9D + E 5.40 0.00 <br />D + 0.7E 6.00 0.00 1.2D + E + 0.2S 7.20 0.00 <br />0.6D + 0.6W 8.35 -5.43 0.9D + W 13.31 -9.04 <br />D + 0.6W 10.75 -5.43 1.2D + W + 0.5S 15.11 -9.04 <br />D + 0.45W + 0.75 S 9.56 -4.07 1.2D + W + 0.5Lr 20.11 -9.04 <br />D + 0.45W + 0.75 Lr 17.06 -4.07 1.2D + 1.6S + 0.5W 11.16 -13.56 <br />LC Pos (k) Neg (k) LC Pos (k) Neg (k) <br />D + S 6.00 0.00 1.2D + 1.6Lr + 0.5W 27.16 -13.56 <br />D + Lr 16.00 0.00 1.2D + 1.6Lr 23.20 0.00 <br />Equiv. Lateral Forces @ Top of Col (X-X) - In Plane Equiv. Lateral Forces @ Top of Col (Z-Z) - Out of Plane <br />Governing Hoizontal Loads Direction/Axis <br />==>Gov. Case + X-X ==> <br />Refer to proceeding Pier Footing Calculation for min <br />Pier Dia. & Embed Depth Design <br />Service Level Load Comb for Vertical Forces Strength Level Load Comb for Vertical Forces <br />11/10/2023 <br />Concrete Pier with Bolted Steel Post Design - P1 <br />Structure Soils Design Parameters <br />Vertical Loads <br />Horizontal Loads (X-X) - In Plane Horizontal Loads (Z-Z) - Out of Plan <br />Moments (X-X) - In Plane Moments (Z-Z) - Out of Plan <br />Note: Input loads used already include rho factor of 1.3 per CBC calculations. <br />Page 9 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024