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Job Name: Indo Chinese Islamic Center Solar Canopy . <br />Job No.: 24-0076 Sheet No.: . <br />By: JKC Date: Jan-24 . <br />Axial (lb)Moment (lb-ft) <br />DL Maximum =3257 9343 <br />Lr Maximum =4770 23189 <br />S Maximum =0 0 <br />W Maximum =7186 28547 <br />W Uplift Maximum =-7185 16844 <br />Column Dimension (Moment)=16 in <br />Column Dimension (Rebar Length)=8 in <br />Axial (lb)Moment (lb-ft) <br />1.2D + 1.6(Lr or S)+0.5W=15133 62587.5 <br />1.2D + 0.5(Lr or S)+1.0W=13479 51353.1 <br />0.9D-1.0W =-4254 25252.7 <br />Governing =15133 62587.5 g = 1.0 for normal weight concrete <br />yt = > 12” of fresh concrete below, yt = 1.3. For all others, yt = 1.0. <br />54507 lb ye = for uncoated and zinc-coated (galvanized) reinforcement, ye = 1.0. <br />ys = For #6 and smaller bars and deformed wires, ys = 0.8. <br />Avf = Vu =54507 lb = 0.43 in2 ys = For #7 and larger bars, ys = 1.0.f'c =2500 psi <br />2 f fy m (2)(0.75)(fy)(1.4)yt ye = need not be greater than 1.7.fy =60000 psi <br />2.5 (Based on commentary R12.2) <br />3 4 0.59 14 6 9.84 <br />2 5 0.61 18 8 12.30 <br />1 6 0.44 22 11 14.77 <br />1 7 0.60 32 15 17.23 <br />1 8 0.79 36 19 19.69 <br />1 9 0.99 41 24 22.15 <br />Note: This Spreadsheet is not for Earthquake Loads at this time.Sheet Updated 1/13/23 <br />SPREAD FOOTING REINFORCING DESIGN <br />Strength Design Load Combinations <br />No. of Bars per Column <br />Side (Total is double <br />this amount)Bar #As (in2)ld (in)Min Length of Straight Bar <br />reduced by Asreqd/Asprovided (in) <br />48 <br />48 <br />USE 1 #6 x 51" LONG BARS (1 BAR PER SIDE OF COLUMN) <br />Hooked Bar Length <br />Beyond Face of <br />Column (in) <br />Capacity of One 6" <br />Long Weld of Bar to <br />Column (K) <br />48 <br />48 <br />51 <br />54 <br />b <br />b <br />trb <br />set <br />c <br />y <br />d d <br />d <br />Kcf <br />fl <br /> <br /> <br /> <br /> <br /> <br /> <br />+=yyy <br />'40 <br />3 <br />&R&R\\ctsfs01\Engineer Projects\_CTS ENG JOBS 2024\240076 Indo Chinese Islamic Center Solar Canopy - Santa Ana, CA - DEE - ENG\Calculations\Drilled <br />Pier\Foundation Master Design1 <br />\\ctsfs01\Engineer Projects\_CTS ENG JOBS 2024\240076 Indo Chinese Islamic Center Solar Canopy - Santa Ana, CA - DEE - ENG\Calculations\Drilled Pier\Foundation <br />Master Design1 <br />1610 E First St - 101118465 & <br />201822505/7/2024