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,IITIIIAI'IIIIIIIII <br />16-Iflch_FH_Driven. 1p9o <br />Load Type 3: I-oad L = Shear, v, Ibs, and Load 2 - Rot. Stiffness, R, in-lbs/lad <br />Load Type 4: Load 1= Top Deflectron, y, inches, and Load 2 = Moment, M, in-lbs <br />Load Type 5: Load 1= Top Deflection. y, inches, and Load 2 = Slope, S, radrans <br />Load Load <br />case Type <br />No. I <br />Pi Ie-head <br />Load I <br />Load <br />Type <br />2 <br />Pl Ie-head <br />Ladd 2 <br />Axi a1 <br />Loading <br />Ibs <br />Pi 1e-head <br />Deflecti on <br />incbes <br />Pi Ie-head <br />Rotation <br />Itax Shear Max Moment <br />in P1le in Pile <br />Ibs in-lbs <br />0.2500 <br />0.5000 <br />1s0000. <br />150000. <br />0.2546 <br />0.5092 <br />0.00 <br />0.00 <br />26669 <br />34431in <br />S 0.00 <br />0.o0S <br />The anal ys is ended nolmally <br />Maxrmum p.Ile-head deflection = 0.5091704393 <br />Maximum pile-head rotation = 0.0000000000 <br />i nches <br />ladl a ns 0.000000 deg. <br />Page 17 <br />-1149859. <br />-r501{28.