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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 />f'c =2500 psi <br />Fy =60000 psi <br />h =0.8D <br />h =24.0 in <br />db = <br />d =20.5 in <br />D =30 in <br />Ag =707 in2 <br />MAXIMUM MU FROM STRENGTH DESIGN LOAD COMBOS =(5.3.1c) 1.2D + 1.6Lr + 0.5W =62588 LB*FT <br />L = drilled pier embedment (ft) =9.916667 <--- Reinforcing only valid for this drilled pier depth <br />x = column embedment into drilled pier (ft) =4 <br />Minimum depth (x) of embedment (ft) = L/3 =3.31 <br />=51128 ft*lb <br />No. of Bars Bar #As (in2) <br />1 5 0.31 <br />1 6 0.44 <br />.1 7 0.60 <br />1 8 0.79 <br />1 9 0.99 <br />3 5 0.92 <br />2 6 0.88 <br />2 7 1.20 <br />1 8 0.79 <br />1 9 0.99 <br />0.0012 <br />0.0012 <br />As req' per side = r bd =0.75 in2 Use 2 # 6 each side of column <br />Sheet Updated 1/13/23 <br />0.0033 <br />Design Code is 2018 IBC <br />55.1 <br />0.0113 <br />DRILLED PIER REINFORCING DESIGN <br />Transform area of circle into equivalent rectangle. <br /> Diameter = D <br />=29.5 in <br />Diameter of reinforcing bars <br />0.0009 <br />Ar <br />e <br />a <br /> <br />p <br />e <br />r <br /> <br />b <br />a <br />r <br /> <br />si <br />z <br />e <br />Re <br />q <br />u <br />i <br />r <br />e <br />d <br /> <br /># <br /> <br />o <br />f <br /> <br />ba <br />r <br />s <br /> <br />p <br />e <br />r <br /> <br />s <br />i <br />z <br />e <br /> <br />h=0.8D <br />D <br />Abg <br />8.0= <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />+ <br /> <br />−= <br />43 <br />341 L <br />x <br />L <br />xMMox <br />===229.0 <br />)12( <br />bd <br />M <br />bd <br />MK ft <br />in <br />uu <br />u  <br />== <br />y <br />c <br />F <br />f '319.0 1maxr <br />= <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />= <br />yy <br />c <br />FF <br />f 200;'3maxminr <br />==calcrr3 <br />4 <br />min <br />=r <br />2 <br />""3 bdhd−−= <br />= <br /> <br /> <br />−− <br />= <br />y <br />c <br />u <br />c <br />F <br />f <br />Kf '425.011')85.0( <br />r <br /> F:\_CTS ENG JOBS 2024\240076 Indo Chinese Islamic Center Solar Canopy - Santa Ana, CA - DEE - ENG\Calculations\Drilled Pier\Foundation Master Design1 <br />70 1610 E First St - 101118465 & <br />201822505/7/2024