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LOAD COMBINATIONS <br /> MAX WIND LOAD IS NOT APPLIED CONCURRENTLY WITH THE VEHICLE <br /> IMPACT LOAD. <br /> 1.2D + 1.OW <br /> PPOLE = 53 KIPS <br /> VPaLE = 1 .1 KIPS <br /> MPOLE = 49 KIP*FT <br /> 1.2D + 1.6L <br /> PPOLE = 53 KIPS <br /> VPaLE = 9.6 KIPS <br /> WILE = 41 KIP*FT <br /> Pile-Head Loadings and Options V O <br /> Load Case Pile-Head Loading Condition Condition(1)for Loading Type Condition(2)for Loading Type Axial Load(p-0efta)(lbs) Compute Top y vs.L7 <br /> 1 (1)Shear[Ib or kNJ and(2)Moment[in-lb or kN-m] 11DO 588000 53000 No <br /> 2 [1)Shear[lb or kNJ and(2)Moment[in-lb or kN-m] -1 9600 4920001 53000 No <br /> CAdd Row Insert Row Delete Row <br /> Select a pile-head loading condition from the dropdcrwn list.Up to 100 loading rases may tie specified. <br /> Load 1 for Load Type is the first loading condition in the description of the loading condition. <br /> Load 2 for Load Type is the second loading condition in the description of the loading condition. <br /> The Axial Load(pdelta)is the axial thrust force used in pdelte computations. <br /> The Compute Top Y vs.L option is used to compute top deflection for reduced pile lengths. <br /> To specify a fixed-head loading condition,select a Shear and Slope condition and set the slope value equal to zero. <br /> To specify a free-head loading condition,select a Shear and Moment condition and set the moment value equal to zero. <br /> The sign convention for positive loadings is shown in the drawing below. <br /> Conventional Loading <br /> +Axial Force +Axial Force <br /> +Moment <br /> +Moment <br /> +Shear <br /> +Shear <br /> +Distributed Load <br /> +Od Lo2d <br /> IStoule <br /> 19 <br />