*HEADING Explicit verification for meshed general section *PREPRINT,ECHO=YES,MODEL=YES,HISTORY=YES *PART, NAME=MESHED *NODE 1, 0.0, 0.0 11, 75., 0.0 *NGEN,NSET=ALL 1,11,2 *ELEMENT,TYPE=B31, ELSET=EALL 1,1,3 2,3,5 3,5,7 4,7,9 5,9,11 *BEAM GENERAL SECTION,SECTION=MESHED,ELSET=EALL 0., 0., -1. **EA,EI11,EI12,EI22,GJ 4.50000E+09, 3.03750E+12,-9.72748E-05, 1.03750E+12, 1.56731E+12 **mass,I11,I12,I22,cmx,cmy 375.00 , 2.54688E+05,-1.23919E-11, 88021. , 8.41855E-15,-1.58946E-16 *transverse shear stiffness 1.73077E+09,1.73077E+09,0.0 *centroid 0.0000 , 0.0000 *shear center -30.304 , 1.07751E-13 *section points 51, 51, 3 3.00000E+06, 1.15385E+06, 1.15385E+06, 0.0000 , 9.3900 , -3.9434 ,-4.92043E-04, 7.8872 20, 20, 1 3.00000E+06, 1.15385E+06, 1.15385E+06, 0.0000 , -27.723 , -31.057 , 1.1606 , 1.6086 40, 40, 1 3.00000E+06, 1.15385E+06, 1.15385E+06, 0.0000 , -27.723 , 31.057 , -1.1606 , 1.6086 *BEAM FLUID INERTIA,FULL 1.21,0.0,0.0,0.01,1.0,0.0 *END PART *PART, NAME=GENERAL *NODE 1, 0.0, 40.0 11, 75., 40.0 *NGEN,NSET=ALL 1,11,2 *ELEMENT,TYPE=B31, ELSET=EALL 1,1,3 2,3,5 3,5,7 4,7,9 5,9,11 *BEAM GENERAL SECTION,SECTION=GENERAL,DENSITY=.25,ELSET=EALL 1500.,1.0125E+6,0.,.34583333E+6,1.3583353E+6 0., 0., -1. 3.E+6, 1.1538462E+6, *centroid 0.0000 , 0.0000 *shear center -30.304 , 1.07751E-13 *BEAM FLUID INERTIA,FULL 1.21,0.0,0.0,0.01,1.0,0.0 *END PART *ASSEMBLY, NAME=ASSEMBLY *INSTANCE,NAME=MESHED_A, PART=MESHED 0.0,0.0,0.0 *END INSTANCE *INSTANCE,NAME=GENERAL_A, PART=GENERAL 0.0,0.0,0.0 *END INSTANCE *END ASSEMBLY *BOUNDARY ASSEMBLY.MESHED_A.1, 1, 6 ASSEMBLY.GENERAL_A.1, 1, 6 *NSET, NSET=QA_TEST_NALL ASSEMBLY.MESHED_A.11 ASSEMBLY.GENERAL_A.11 *ELSET, ELSET=QA_TEST_EALL ASSEMBLY.MESHED_A.1 ASSEMBLY.GENERAL_A.1 *STEP *DYNAMIC, EXPLICIT ,1. *CLOAD ASSEMBLY.MESHED_A.11,2,5.0E+7 ASSEMBLY.GENERAL_A.11,2,5.0E+7 *OUTPUT,FIELD,NUMBER=4, TIMEMARKS=YES *NODE OUTPUT, NSET=QA_TEST_NALL U, *ELEMENT OUTPUT S,LE *OUTPUT, HISTORY,FREQ=10 *ENERGY OUTPUT, VAR=ALL *END STEP