*HEADING LATERAL BUCKLING: B31OS, *BEAM SECTION, SECTION=I *NODE 1, 0.0000E+00, 0.0000E+00, 0.0, 0.0000E+00, 0.0000E+00,-1.0 2, 6.0000E-01,-2.4222E-04, 0.0, 9.1382E-08, 4.5345E-04,-1.0 3, 1.2000E+00,-4.8288E-04, 0.0, 1.7867E-07, 8.9808E-04,-1.0 4, 1.8000E+00,-7.1826E-04, 0.0, 2.5496E-07, 1.3247E-03,-1.0 5, 2.4000E+00,-9.4284E-04, 0.0, 3.1164E-07, 1.7237E-03,-1.0 6, 3.0000E+00,-1.1500E-03, 0.0, 3.4040E-07, 2.0850E-03,-1.0 7, 3.6000E+00,-1.3324E-03, 0.0, 3.3503E-07, 2.3984E-03,-1.0 8, 4.2000E+00,-1.4830E-03, 0.0, 2.9322E-07, 2.6543E-03,-1.0 9, 4.8000E+00,-1.5957E-03, 0.0, 2.1761E-07, 2.8439E-03,-1.0 10, 5.4000E+00,-1.6654E-03, 0.0, 1.1591E-07, 2.9606E-03,-1.0 11, 6.0000E+00,-1.6889E-03, 0.0, 0.0000E+00, 3.0000E-03,-1.0 12, 6.6000E+00,-1.6654E-03, 0.0,-1.1591E-07, 2.9606E-03,-1.0 13, 7.2000E+00,-1.5957E-03, 0.0,-2.1761E-07, 2.8439E-03,-1.0 14, 7.8000E+00,-1.4830E-03, 0.0,-2.9322E-07, 2.6543E-03,-1.0 15, 8.4000E+00,-1.3324E-03, 0.0,-3.3503E-07, 2.3984E-03,-1.0 16, 9.0000E+00,-1.1500E-03, 0.0,-3.4040E-07, 2.0850E-03,-1.0 17, 9.6000E+00,-9.4284E-04, 0.0,-3.1164E-07, 1.7237E-03,-1.0 18, 1.0200E+01,-7.1826E-04, 0.0,-2.5496E-07, 1.3247E-03,-1.0 19, 1.0800E+01,-4.8288E-04, 0.0,-1.7867E-07, 8.9808E-04,-1.0 20, 1.1400E+01,-2.4222E-04, 0.0,-9.1382E-08, 4.5345E-04,-1.0 21, 1.2000E+01, 0.0000E+00, 0.0, 0.0000E+00, 0.0000E+00,-1.0 *ELEMENT,TYPE=B31OS 1,1,2 *ELGEN,ELSET=BEAM 1,20,1,1 *BEAM SECTION,SECTION=I,ELSET=BEAM,MATERIAL=MAT 0.345,0.69, 0.3,0.3, 0.027,0.027, 0.0145 0.0,-1.0,0.0 *MATERIAL,NAME=MAT *ELASTIC 2.1E11,0.3125 *BOUNDARY 1,1,4 21,2,4 *STEP,NLGEOM,INC=50 *STATIC,RIKS .025, 1., 1.E-4, , ,11,3,-0.3 *DLOAD BEAM, PZ, -100000., *MONITOR,NODE=11,DOF=3 *EL PRINT,FREQUENCY=20 *NODE PRINT,FREQUENCY=5 COORD, U, RF , *NSET,NSET=NOUT,GENERATE 2,20 *NODE FILE,NSET=NOUT U, *EL FILE,FREQUENCY=25 S,E SF, *CONTROLS,PARAMETERS=FIELD ,0.0, *OUTPUT,FIELD,OP=ADD *NODE OUTPUT WARP,RWM *END STEP