ISE INCORPORATED <br />PHOENIX, AZ <br />Concrete Column <br />KW-06004631 <br />Description : Foundation Pier <br />Maximum Deflections for Load Combinations <br />Project Title: ATT EG46 Fox Hollow <br />Engineer: Project ID: ISE Job No. 9437 <br />Project Descr: 70' Monopine <br />Printed 11 JUN 2015. 1223PM <br />File = M:\ISEWOR-1\Larson\9437AT-1\REV161-1.15\9437FN-1.EC6 <br />ENERCALC, INC. 1983-2015, Build:6.15.1.19, Ver:6.15.1.19 <br />Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance <br />W Only 0.0000 in 0.000 ft 0.244 in 25.000 ft <br />E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br />H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft <br />Sketches <br />M-y Loads <br />60.0 in Looking along X-X Axis Looking along Y-Y Axis <br />Interaction Diagrams <br />Concrete Column P-M Interaction Diagram <br />Concrete Column P-M Interaction Diagram <br />6,675.0 <br />Phi * Mn @ Alpha (k-ft) 6,675.0 <br />Phi * Mn @ Alpha (k-ft) <br />6,007.5 <br />6,007.5 <br />5,340.0 <br />5,340.0 <br />4,672.5 <br />4,672.5 <br />4,005.0 <br />4,005.0 <br />3,337.5 <br />3,337.5 <br />2,670.0 <br />2,670.0 <br />CL <br />a- <br />2,002.5 <br />2,002.5 <br />1,335.0 <br />1,335.0 <br />667.5 <br />667.5 <br />0. <br />0 485.0 970.0 1,455.01,94U.U2,425.U2,91-0-03-J93-,03-,BBU.0 0.0 <br />485.0 70.0 0 <br />0 <br />Loan Comb=-1300. p =0 eg,(9965. 000) 0 <br />---12-050-160-60H , Alpde 0-g,(8541, 0.00) <br />