!---------------- Pile Head K and M elements -------------------! !Equivalent Stiffness Constants: Kxx, Kyy, Kzz, Kxtx, Kxty..Kztx,Kzty,Kztz in any order; max 21 elements -1.98E+09 Kxty -6.83E-02 Kyty 0.00E+00 Kzty -2.73E-01 Ktxty 1.35E+10 Ktyty 0.00E+00 Kxtz 0.00E+00 Kytz 0.00E+00 Kztz 0.00E+00 Ktxtz 0.00E+00 Ktytz 7.00E+08 Ktztz 5.04E+08 Kxx 3.11E-02 Kxy 5.06E+08 Kyy 0.00E+00 Kxz 0.00E+00 Kyz 2.54E+09 Kzz 6.83E-02 Kxtx 1.99E+09 Kytx 0.00E+00 Kztx 1.35E+10 Ktxtx