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Concrete Column <br />LIC# : KW-06019350, Build:20.23.08.30 Motive Energy Inc.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Concrete Pier with Bolted Steel Post Design - P1 <br />Project File: Samueli Academy - Pier Calculations - RCIII.ec6 <br />Project Title:Samueli Academy <br />Engineer:Elie Sayegh, PE <br />Project ID:1074220072 <br />Project Descr:Concrete Piers supporting Steel Solar Canopies <br />Governing Load Combination Results <br />Load Combination <br />Dist. from <br />G <br />Axial Load <br />k <br />k-ftMomentGoverning Factored Bending Analysis Utilization <br />GbaseftY-Y Pu * Pn x * Mux MuGAlpha (deg)x G yM MX-X Mn RatioGy * Muy <br />Actual+1.20D+0.50Lr 24.719.93 277.12 3.83 -81.60 910.74 0.0901.000 87.000M2,min 81.691.000 <br />Actual+1.20D 19.719.93 496.44 3.06 -45.60 1,146.22 0.0401.000 86.000M2,min 45.701.000 <br />Actual+1.20D+1.60Lr 35.719.93 176.23 5.54 -160.80 794.96 0.2021.000 88.000M2,min 160.901.000 <br />Actual+1.20D+1.60Lr+0.50W 39.669.93 125.75 6.15 -224.70 733.49 0.3061.000 88.000M2,min 224.781.000 <br />Actual+1.20D+0.50W 23.669.93 176.23 3.67 -109.50 794.96 0.1381.000 88.000M2,min 109.561.000 <br />Actual+1.20D+0.50Lr+W 32.619.93 109.04 5.06 -209.40 712.17 0.2941.000 89.000M2,min 209.461.000 <br />Actual+1.20D+W 27.619.93 109.04 4.28 -173.40 712.17 0.2441.000 89.000M2,min 173.451.000 <br />Actual+0.90D+W 22.699.93 91.91 3.52 -162.00 690.13 0.2351.000 89.000M2,min 162.041.000 <br />Actual+1.466D+1.250E 24.089.93 58.06 3.73 -301.69 646.11 0.4671.000 89.000M2,min 301.721.000 <br />Actual+0.6344D+1.250E 10.429.93 24.30 1.62 -270.11 601.58 0.4491.000 90.000M2,min 270.111.000 <br />. <br />k k-ft <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />X-X Axis Reaction Y-Y Axis Reaction Axial Reaction <br />@ Base @ Top @ Base@ Base @ Top <br />Maximum Reactions <br />@ Base @ Base@ Top @ Top <br />Mx - End Moments My - End Moments <br />D Only 16.429 -38.000 <br />+D+Lr 26.429 -110.000 <br />+D+0.750Lr 23.929 -92.000 <br />+D+0.60W 21.1692.040 -114.680 <br />+D+0.750Lr+0.450W 27.4841.530 -149.510 <br />+D+0.450W 19.9841.530 -95.510 <br />+0.60D+0.60W 14.5972.040 -99.480 <br />+D+0.70E 16.4296.160 -175.760 <br />+D+0.5250E 16.4294.620 -141.320 <br />+0.60D+0.70E 9.8576.160 -160.560 <br />Lr Only 10.000 -72.000 <br />W Only 7.9003.400 -127.800 <br />E Only 8.800 -196.800 <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />Moment About X-X Axis Moment About Y-Y Axis <br />@ Base @ Top@ Base @ Top <br />Maximum Moment Reactions <br />D Only k-ft k-ft-38.000 <br />+D+Lr k-ft k-ft-110.000 <br />+D+0.750Lr k-ft k-ft-92.000 <br />+D+0.60W k-ft k-ft-114.680 <br />+D+0.750Lr+0.450W k-ft k-ft-149.510 <br />+D+0.450W k-ft k-ft-95.510 <br />+0.60D+0.60W k-ft k-ft-99.480 <br />+D+0.70E k-ft k-ft-175.760 <br />+D+0.5250E k-ft k-ft-141.320 <br />+0.60D+0.70E k-ft k-ft-160.560 <br />Lr Only k-ft k-ft-72.000 <br />W Only k-ft k-ft-127.800 <br />E Only k-ft k-ft-196.800 <br />.Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />D Only -0.0061 0.000 0.000 ftftinin10.000 <br />+D+Lr -0.0176 0.000 0.000 ftftinin10.000 <br />+D+0.750Lr -0.0147 0.000 0.000 ftftinin10.000 <br />+D+0.60W -0.0173 0.000 0.000 ftftinin10.000 <br />+D+0.750Lr+0.450W -0.0231 0.000 0.000 ftftinin10.000 <br />+D+0.450W -0.0145 0.000 0.000 ftftinin10.000 <br />+0.60D+0.60W -0.0149 0.000 0.000 ftftinin10.000 <br />+D+0.70E -0.0249 0.000 0.000 ftftinin10.000 <br />+D+0.5250E -0.0202 0.000 0.000 ftftinin10.000 <br />+0.60D+0.70E -0.0224 0.000 0.000 ftftinin10.000 <br />Lr Only -0.0115 0.000 0.000 ftftinin10.000 <br />Page 14 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024