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Pile-head conditions are Shear and Moment (Loading Type 1) <br /> Shear force at pile head = 7000.0 lbs <br /> Applied moment at pile head = 0.0 in-lbs <br /> Axial thrust load on pile head = 0.0 lbs <br /> Depth Deflect. Bending Shear Slope Total Bending Soil <br /> Res. Soil Spr. Distrib. <br /> X y Moment Force S Stress Stiffness p <br /> Es*H Lat. Load <br /> feet inches in-lbs lbs radians psi* lb-in A2 <br /> lb/inch lb/inch lb/inch <br /> ---------- ---------- ---------- ---------- ---------- ---------- ---------- <br /> ---------- ---------- ---------- <br /> 0.00 13.4114 -2.84E-05 7000. -0.03567 2.43E-07 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 0.5400 13.1802 45360. 7000. -0.03566 387.6298 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 1.0800 12.9492 90720. 7000. -0.03565 775.2596 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 1.6200 12.7182 136080. 7000. -0.03563 1163. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 2.1600 12.4875 181440. 7000. -0.03559 1551. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 2.7000 12.2569 226800. 7000. -0.03555 1938. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 3.2400 12.0267 272160. 7000. -0.03550 2326. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 3.7800 11.7969 317520. 7000. -0.03543 2713. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 4.3200 11.5675 362880. 7000. -0.03536 3101. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 4.8600 11.3386 408240. 7000. -0.03528 3489. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 5.4000 11.1103 453600. 7000. -0.03519 3876. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 5.9400 10.8826 498960. 7000. -0.03509 4264. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 6.4800 10.6556 544320. 7000. -0.03498 4652. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 7.0200 10.4293 589680. 7000. -0.03486 5039. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 7.5600 10.2038 635040. 7000. -0.03473 5427. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 8.1000 9.9793 680400. 7000. -0.03459 5814. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 8.6400 9.7556 725760. 7000. -0.03444 6202. 3.05E+10 <br /> 0.00 0.00 0.00 <br /> 9.1800 9.5330 771120. 7000. -0.03428 6590. 3.05E+10 <br />