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OUTPUT VERIFICATION <br /> <br /> THE MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT -.111D-04 IN-LBS <br /> THE MAX. LATERAL FORCE IMBALANCE FOR ANY ELEMENT = .540D-06 LBS <br /> <br />OUTPUT SUMMARY <br /> <br />PILE-HEAD DEFLECTION = .433D+00 IN <br />COMPUTED SLOPE AT PILE HEAD = .343D-02 <br />MAXIMUM BENDING MOMENT = .295D+08 LBS-IN <br />MAXIMUM SHEAR FORCE = -.134D+06 LBS <br />NO. OF ITERATIONS = 26 <br />NO. OF ZERO DEFLECTION POINTS = 2 <br /> <br />SUMMARY TABLE <br /> <br />BOUNDARY BOUNDARY AXIAL PILE HEAD MAX. MAX. <br />CONDITION CONDITION LOAD DEFLECTION MOMENT SHEAR <br />BC1 EC2 LBS IN IN-LBS LBS <br />.2500D.05 .2898D.08 .3200D+05 .4330D+00 .2946D+08 -.1338D+06 <br /> <br /> <br />