ISE INCORPORATED Project Title: ATT EG46 Fox Hollow <br />PHOENIX, AZ Engineer: Project ID: ISE Job No. 9437 <br />Project Descr: 70' Monopine <br />Printed- 11 JUN 2015, 12.23PM <br />Concrete Column File =M:1ISEWOR-11Larson19437AT-11REV161-1.1519437FN-1.EC6 <br />ENERCALC, INC. 1983-2015, Build:6.15.1.19, Ver:6.15.1.19 <br />Description : Foundation Pier <br />Governing Load Combination Results <br />Governing Factored <br />Moment Source Dist, from Axial Load k <br />Bending Analysis <br />k-ft <br />Utilization <br />Load Combination <br />X-X <br />Y-Y base ft <br />Pu (p * Pn <br />6x g x ` Mux <br />6Y gy * Muy Alpha (deg; <br />6 Mu <br />(p Mn <br />Ratio <br />+1.40D <br />24.83 <br />99.65 6,318.67 <br />0.000 <br />0.016 <br />+1.20D+0.50Lr+1.60L+1.60H <br />24.83 <br />85.41 6,318.67 <br />0.000 <br />0.014 <br />+1.20D+1.60L+0.50S+1.60H <br />24.83 <br />85.41 6,318.67 <br />0.000 <br />0.014 <br />+1.20D+1.60Lr+0.50L <br />24.83 <br />85.41 6,318.67 <br />0.000 <br />0.014 <br />+1.20D+1.60Lr+0.80W <br />Actual <br />24.83 <br />94.51 243.76 <br />1.000 -954.24 <br />180.000 <br />954.24 <br />2,424.80 <br />0.394 <br />+1.20D+0.50L+1.60S <br />24.83 <br />85.41 6,318.67 <br />0.000 <br />0.014 <br />+1.20D+1.60S+0.80W <br />Actual <br />24.83 <br />94.51 243.76 <br />1.000 -954.24 <br />180.000 <br />954.24 <br />2,424.80 <br />0.394 <br />+1.20D+0.50Lr+0.50L+1.60W <br />Actual <br />24.83 <br />103.61 117.02 <br />1.000 -1,908.48 <br />180.000 <br />1,908.48 <br />2,198.26 <br />0.868 <br />+1.20D+0.50L+0.50S+1.60W <br />Actual <br />24.83 <br />103.61 117.02 <br />1.000 -1,908.48 <br />180.000 <br />1,908.48 <br />2,198.26 <br />0.868 <br />+1.20D+0.50L+0.20S+E <br />24.83 <br />85.41 6,318.67 <br />0.000 <br />0.014 <br />+0.90D+1.60W+1.60H <br />Actual <br />24.83 <br />82.26 74.84 <br />1.000 -1,908.48 <br />180.000 <br />1,908.48 <br />2,121.43 <br />0.900 <br />+0.90D+E+1.60H <br />24.83 <br />64.06 6,318.67 <br />0.000 <br />0.010 <br />Maximum Reactions <br />Note: Only non-zero reactions are listed. <br />Reaction alon <br />g X-X Axis <br />Reaction alo <br />ng Y-Y Axis <br />Axial Reaction <br />Load Combination <br />@ Base <br />@ Top <br />@ Base <br />@ Top <br />@ Base <br />D Only <br />k <br />k <br />71.177 k <br />+D+L+H <br />k <br />k <br />71.177 k <br />+D+Lr+H <br />k <br />k <br />71.177 k <br />+D+S+H <br />k <br />k <br />71.177 k <br />+D+0.750Lr+0.750L+H <br />k <br />k <br />71.177 k <br />+D+0.750L+0.750S+H <br />k <br />k <br />71.177 k <br />+D+W+H 18.159 <br />k <br />k <br />82.552 k <br />+D+0.70E+H <br />k <br />k <br />71.177 k <br />+D+0.750Lr+0.750L+0.750W+H 13.619 <br />k <br />k <br />79.708 k <br />+D+0.750L+0.750S+0.750W+H 13.619 <br />k <br />k <br />79.708 k <br />+D+0.750Lr+0.750L+0.5250E+H <br />k <br />k <br />71.177 k <br />+D+0.750L+0.750S+0.5250E+H <br />k <br />k <br />71.177 k <br />+0.60D+W+H 18.159 <br />k <br />k <br />54.081 k <br />+0.60D+0.70E+H <br />k <br />k <br />42.706 k <br />D Only <br />k <br />k <br />71.177 k <br />Lr Only <br />k <br />k <br />k <br />L Only <br />k <br />k <br />k <br />S Only <br />k <br />k <br />k <br />W Only 18.159 <br />k <br />k <br />11.375 k <br />E Only <br />k <br />k <br />k <br />H Only <br />k <br />k <br />k <br />Maximum Deflections for Load Combinations <br />Load Combination <br />Max. X-X Deflection Distance Max. Y-Y Deflection Distance <br />D Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+L+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+Lr+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+S+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+0.750Lr+0.750L+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+0.750L+0.750S+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.244 <br />in <br />25.000 <br />+D+0.70E+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+0.750Lr+0.750L+0.750W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.183 <br />in <br />25.000 <br />+D+0.750L+0.750S+0.750W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.183 <br />in <br />25.000 <br />+D+0.750Lr+0.750L+0.5250E+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+D+0.750L+0.750S+0.5250E+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />+0.60D+W+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.244 <br />in <br />25.000 <br />+0.60D+0.70E+H <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />D Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />Lr Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />L Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />S Only <br />0.0000 <br />in <br />0.000 <br />ft <br />0.000 <br />in <br />0.000 <br />