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281.1244 11123. 0.00 50.2200 -0.185 345545. -14760. -0.00325 2953. 3.05E+10 292.8064 10253. 0.00 50.7600 -0.206 256047. -12828. -0.00318 2188. 3.05E+10 303.3908 9550. 0.00 51.3000 -0.226 179289. -10831. -0.00314 1532. 3.05E+10 313.1218 8966. 0.00 51.8400 -0.247 115679. -8773. -0.00311 988.5457 3.05E+10 322.1755 8469. 0.00 52.3800 -0.267 65597. -6657. -0.00309 560.5636 3.05E+10 330.6814 8039. 0.00 52.9200 -0.287 29400. -4488. -0.00308 251.2415 3.05E+10 338.7353 7661. 0.00 53.4600 -0.306 7427. -2269. -0.00307 63.4691 3.05E+10 346.4081 7326. 0.00 54.0000 -0.326 0.00 0.00 -0.00307 0.00 3.05E+10 353.7517 3512. 0.00 * The above values of total stress are combined axial and bending stresses. Output Summary for Load Case No. 1: Pile-head deflection = 13.41136830 inches Computed slope at pile head = -0.0356690 radians Maximum bending moment = 2954985. inch-lbs Maximum shear force = -25212. lbs Depth of maximum bending moment = 36.72000000 feet below pile head Depth of maximum shear force = 45.90000000 feet below pile head Number of iterations = 36 Number of zero deflection points = 1 Pile deflection at ground = 1.45218695 inches -------------------------------------------------------------------------------- Summary of Pile-head Responses for Conventional Analyses -------------------------------------------------------------------------------- Definitions of Pile-head Loading Conditions: Load Type 1: Load 1 = Shear, V, lbs, and Load 2 = Moment, M, in-lbs Load Type 2: Load 1 = Shear, V, lbs, and Load 2 = Slope, S, radians Load Type 3: Load 1 = Shear, V, lbs, and Load 2 = Rot. Stiffness, R, in-lbs/rad. Load Type 4: Load 1 = Top Deflection, y, inches, and Load 2 = Moment, M, in-lbs Load Type 5: Load 1 = Top Deflection, y, inches, and Load 2 = Slope, S, radians Load Load Load Axial Pile-head Pile-head Max Shear Max Moment Case Type Pile-head Type Pile-head Loading Deflection Rotation in