*HEADING EB32A3SD: ARBITRARY SECTION (SLIT CIRCULAR SECTION) [B31] *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 *ELSET,ELSET=FOUR 4, *BEAM SECTION,SECTION=ARBITRARY, TEMPERATURE=VALUES, MATERIAL=A1, ELSET=EALL 360, 0.5000000, 0.0000100, 0.4999238, 0.0087262, 0.1000000 0.4996954, 0.0174497, 0.1000000 0.4993148, 0.0261680, 0.1000000 0.4987820, 0.0348782, 0.1000000 0.4980973, 0.0435779, 0.1000000 0.4972609, 0.0522642, 0.1000000 0.4962731, 0.0609347, 0.1000000 0.4951340, 0.0695866, 0.1000000 0.4938442, 0.0782172, 0.1000000 0.4924039, 0.0868241, 0.1000000 0.4908136, 0.0954045, 0.1000000 0.4890738, 0.1039558, 0.1000000 0.4871850, 0.1124755, 0.1000000 0.4851479, 0.1209609, 0.1000000 0.4829629, 0.1294095, 0.1000000 0.4806308, 0.1378187, 0.1000000 0.4781524, 0.1461859, 0.1000000 0.4755283, 0.1545085, 0.1000000 0.4727593, 0.1627841, 0.1000000 0.4698463, 0.1710101, 0.1000000 0.4667902, 0.1791840, 0.1000000 0.4635919, 0.1873033, 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-0.0609347, 0.1000000 0.4972609, -0.0522642, 0.1000000 0.4980973, -0.0435779, 0.1000000 0.4987820, -0.0348782, 0.1000000 0.4993148, -0.0261680, 0.1000000 0.4996954, -0.0174497, 0.1000000 0.4999238, -0.0087262, 0.1000000 0.5000000, 0.0000000, 0.1000000 *MATERIAL,NAME=A1 *ELASTIC 3.E6,0.3 *BOUNDARY 1, 1, 6 *STEP,PERTURBATION *STATIC *LOAD CASE,NAME=BENDING *CLOAD 11,2,25. *END LOAD CASE *LOAD CASE,NAME=TORSION *CLOAD 11,4,25. *END LOAD CASE *EL PRINT SF, *NODE PRINT U1,U2,U3,COORD UR1,UR2,UR3,COORD *OUTPUT,FIELD *NODE OUTPUT U, *ELEMENT OUTPUT E, *END STEP