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CONSIDER CASE WHERE VESSEL LOADING IS AT EXTREME <br /> LOW-WATER ELEVATION, CLOSEST TO MIDSPAN OF UNBRACED <br /> LENGTH OF PILE. THIS WILL INDUCE THE LARGEST MOMENT <br /> DEMAND IN PILE. LOAD FROM VESSEL TRIBUTARY TO PILE IS <br /> APPLIED AS A 1' HEIGHT DISTRIBUTED LOAD. <br /> PINNED AT COLLAR <br /> f Distributed Lateral Loads ® Distance below pile hea 126.81 ft l o ll <br /> Print Side View <br /> 24.6 <br /> a 24.8 <br /> ❑Omit Hatches <br /> 2 <br /> 0 25 <br /> T 252 <br /> 0 254 f�036 <br /> 6.250 <br /> Lateral Load Intensity(lbs/in) <br /> 71 <br /> Pont Depth Below Head (ft) Lateral Load Intensity jlbshn; <br /> 1 24.5 6250 <br /> 2 25.5 6250 <br /> Add Row Insert Row [Delete Row <br /> Values of distributed lateral load are input as values versus distance <br /> below the pile head.Distributed lateral loads are applied perpendicular <br /> to the axis of the pile and are input in units of force per unit length <br /> of pile-Positive distributed loads load the pile to the right <br /> To read a file of distributed lateral load vs.depth below the pile head, <br /> first specify the filename by using the Browse button,then press the Layer 1.34.00 to 134.00 It Soft Clay <br /> Read Values from File button.The file should be a text file jox <br /> with the data entered one data pair per line,separated by spaces, <br /> commas,or tabs. <br /> File Name <br /> Browse <br /> Paste values from Clipboard itext': <br /> Copy values to Clipboard icomma separated' <br />