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Project #: <br />Class:5 - Soil Class P = 624.932 lb Lateral Wind Force s = 100 psf/ft Lateral Bearing per IBC Table 1806.2 <br />b =1.5 ft Footing diameter* h = 4.15 ft Equivalent Centroid s' = 200 psf/ft Increased per IBC 1806.3.4 <br />u =4.32 k-ft Moment at grade s =2.59417 k-ft erv ce .u <br />u =1.04 k Shear at grade s =0.62493 k erv ce .u <br />ITERATION PER IBC 1807.3.2.1 DESIGN RESULTS <br />S1 =348.26 psf MIN. PIER DEPTH: 5 ft and 3 in Ratio:3.5 - <br />d =5.2239 ft MIN. PIER DIAMETER*: 1 ft and 6 in Vol:9.2314 cf <br />A =2.7993 ft *Also refers to diagonal of a square or rectangle <br />MEMBER SELECTION STAGE: 1 LRFD DESIGN <br />Mu =4.32 k-ft Tu =1.44 k-ft ij = 0.9 Fy =35 ksi <br />Vu =1.04 kip L = 7.5833 ft = 91 in Zreq =1.6471 in3 <br />Z ijMn ijVn ijTn <br />(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check <br />2.19 5.7488 0.7521 OK!19.562 0.0532 OK!5.412 0.2664 OK!0.8543 OK! <br />Z ijMn ijVn ijTn <br />(in3)(k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check <br />2.19 5.7488 0.7521 OK!19.562 0.0532 OK!5.412 0.2664 OK!0.8543 OK! <br />Combined <br />3" Std. Pipe <br />( )LEAST Z <br />(Flexure Only) <br />Section Name Combined <br />3" Std. Pipe <br />RUN <br />( X )MANUAL <br />SELECTION <br />Section Name <br />Section Type:PipeA53 <br />Raising Cane's RC1032 Monument Sign 2506083 1303 N. Bristol St , Santa Ana, CA 92706 <br />Unconstrained Cast-in-Place Pier Design <br />Pier & Pole Design <br />5 of 5 <br />Page 14 <br />Page 14