*HEADING SKEW-SENSITIVITY ANALYSIS, 30 DEG TRAPEZOID, C3D10, ** *NODE 1, 0., 0. 2, 0.346132, 0. 3, 0.692265, 0. 4, 0., 0.100001 5, 0.346132, 0.1 6, 0.75, 0.1 7, 0., 0.2 8, 0.403868, 0.2 9, 0.807735, 0.2 *NODE,NSET=MID 10, 0., 0., 0.005 11, 0.346132, 0., 0.005 12, 0.692265, 0., 0.005 13, 0., 0.100001, 0.005 14, 0.75, 0.1, 0.005 15, 0., 0.2, 0.005 16, 0.403868, 0.2, 0.005 17, 0.807735, 0.2, 0.005 *NODE 18, 0., 0., 0.01 19, 0.346132, 0., 0.01 20, 0.692265, 0., 0.01 21, 0., 0.100001, 0.01 22, 0.403868, 0.1, 0.01 23, 0.75, 0.1, 0.01 24, 0., 0.2, 0.01 25, 0.403868, 0.2, 0.01 26, 0.807735, 0.2, 0.01 *NODE 28, 1.125, 0. 29, 1.55774, 0. 31, 1.06726, 0.1 32, 1.5, 0.1 34, 1.125, 0.2 35, 1.44226, 0.2 *NODE,NSET=MID 37, 1.125, 0., 0.005 38, 1.55774, 0., 0.005 40, 1.5, 0.1, 0.005 42, 1.125, 0.2, 0.005 43, 1.44226, 0.2, 0.005 *NODE 45, 1.125, 0., 0.01 46, 1.55774, 0., 0.01 48, 1.18274, 0.1, 0.01 49, 1.5, 0.1, 0.01 51, 1.125, 0.2, 0.01 52, 1.44226, 0.2, 0.01 *NODE 53, 2.30773, 0.2 54, 1.875, 0.2 56, 2.25, 0.1 57, 1.81727, 0.1 59, 2.19227, 3.36937E-8 60, 1.875, 5.95751E-9 *NODE,NSET=MID 62, 2.30773, 0.2, 0.005 63, 1.875, 0.2, 0.005 65, 2.25, 0.1, 0.005 67, 2.19227, 3.36937E-8, 0.005 68, 1.875, 5.95751E-9, 0.005 *NODE 70, 2.30773, 0.2, 0.01 71, 1.875, 0.2, 0.01 73, 2.25, 0.1, 0.01 74, 1.93273, 0.1, 0.01 76, 2.19227, 3.36937E-8, 0.01 77, 1.875, 5.95751E-9, 0.01 *NODE 80, 2.625, 0. 81, 3.05773, 0. 83, 2.56727, 0.1 84, 3., 0.1 86, 2.625, 0.2 87, 2.94227, 0.2 *NODE,NSET=MID 89, 2.625, 0., 0.005 90, 3.05773, 0., 0.005 92, 3., 0.1, 0.005 94, 2.625, 0.2, 0.005 95, 2.94227, 0.2, 0.005 *NODE 97, 2.625, 0., 0.01 98, 3.05773, 0., 0.01 100, 2.68273, 0.1, 0.01 101, 3., 0.1, 0.01 103, 2.625, 0.2, 0.01 104, 2.94227, 0.2, 0.01 *NODE 105, 3.80773, 0.2 106, 3.375, 0.2 108, 3.75, 0.1 109, 3.31727, 0.1 111, 3.69227, 3.36937E-8 112, 3.375, 5.95751E-9 *NODE,NSET=MID 114, 3.80773, 0.2, 0.005 115, 3.375, 0.2, 0.005 117, 3.75, 0.1, 0.005 119, 3.69227, 3.36937E-8, 0.005 120, 3.375, 5.95751E-9, 0.005 *NODE 122, 3.80773, 0.2, 0.01 123, 3.375, 0.2, 0.01 125, 3.75, 0.1, 0.01 126, 3.43273, 0.1, 0.01 128, 3.69227, 3.36937E-8, 0.01 129, 3.375, 5.95751E-9, 0.01 *NODE 132, 4.125, 0. 133, 4.55773, 0. 135, 4.06727, 0.1 136, 4.5, 0.1 138, 4.125, 0.2 139, 4.44227, 0.2 *NODE,NSET=MID 141, 4.125, 0., 0.005 142, 4.55773, 0., 0.005 144, 4.5, 0.1, 0.005 146, 4.125, 0.2, 0.005 147, 4.44227, 0.2, 0.005 *NODE 149, 4.125, 0., 0.01 150, 4.55773, 0., 0.01 152, 4.18273, 0.1, 0.01 153, 4.5, 0.1, 0.01 155, 4.125, 0.2, 0.01 156, 4.44227, 0.2, 0.01 *NODE 157, 5.30773, 0.2 158, 4.875, 0.2 160, 5.25, 0.1 161, 4.81727, 0.1 163, 5.19227, 3.36937E-8 164, 4.875, 5.95751E-9 *NODE,NSET=MID 166, 5.30773, 0.2, 0.005 167, 4.875, 0.2, 0.005 169, 5.25, 0.1, 0.005 171, 5.19227, 3.36937E-8, 0.005 172, 4.875, 5.95751E-9, 0.005 *NODE 174, 5.30773, 0.2, 0.01 175, 4.875, 0.2, 0.01 177, 5.25, 0.1, 0.01 178, 4.93273, 0.1, 0.01 180, 5.19227, 3.36937E-8, 0.01 181, 4.875, 5.95751E-9, 0.01 *NODE 183, 6., 0.2 184, 5.65387, 0.2 186, 6., 0.0999995 187, 5.59613, 0.1 189, 6., 2.98023E-8 190, 5.59613, -5.5049E-9 *NODE,NSET=MID 192, 6., 0.2, 0.005 193, 5.65387, 0.2, 0.005 195, 6., 0.0999995, 0.005 197, 6., 2.98023E-8, 0.005 198, 5.59613, -5.5049E-9, 0.005 *NODE 200, 6., 0.2, 0.01 201, 5.65387, 0.2, 0.01 203, 6., 0.0999995, 0.01 204, 5.65387, 0.1, 0.01 206, 6., 2.98023E-8, 0.01 207, 5.59613, -5.5049E-9, 0.01 ** ** *ELEMENT, TYPE=C3D10, ELSET=EALL 1, 1, 7, 18, 3, 4, 13, 10, 2, 5, 11 2, 24, 18, 7, 26, 21, 13, 15, 25, 22, 16 3, 9, 3, 26, 7, 6, 14, 17, 8, 5, 16 4, 20, 26, 3, 18, 23, 14, 12, 19, 22, 11 5, 3, 7, 18, 26, 5, 13, 11, 14, 16, 22 6, 9, 26, 3, 35, 17, 14, 6, 34, 42, 31 7, 20, 3, 26, 46, 12, 14, 23, 45, 37, 48 8, 29, 46, 35, 3, 38, 40, 32, 28, 37, 31 9, 52, 35, 46, 26, 43, 40, 49, 51, 42, 48 10, 3, 35, 26, 46, 31, 42, 14, 37, 40, 48 11, 53, 59, 70, 35, 56, 65, 62, 54, 57, 63 12, 76, 70, 59, 46, 73, 65, 67, 77, 74, 68 13, 29, 35, 46, 59, 32, 40, 38, 60, 57, 68 14, 52, 46, 35, 70, 49, 40, 43, 71, 74, 63 15, 35, 59, 70, 46, 57, 65, 63, 40, 68, 74 16, 53, 70, 59, 87, 62, 65, 56, 86, 94, 83 17, 76, 59, 70, 98, 67, 65, 73, 97, 89, 100 18, 81, 98, 87, 59, 90, 92, 84, 80, 89, 83 19, 104, 87, 98, 70, 95, 92, 101, 103, 94, 100 20, 59, 87, 70, 98, 83, 94, 65, 89, 92, 100 21, 105, 111, 122, 87, 108, 117, 114, 106, 109, 115 22, 128, 122, 111, 98, 125, 117, 119, 129, 126, 120 23, 81, 87, 98, 111, 84, 92, 90, 112, 109, 120 24, 104, 98, 87, 122, 101, 92, 95, 123, 126, 115 25, 87, 111, 122, 98, 109, 117, 115, 92, 120, 126 26, 105, 122, 111, 139, 114, 117, 108, 138, 146, 135 27, 128, 111, 122, 150, 119, 117, 125, 149, 141, 152 28, 133, 150, 139, 111, 142, 144, 136, 132, 141, 135 29, 156, 139, 150, 122, 147, 144, 153, 155, 146, 152 30, 111, 139, 122, 150, 135, 146, 117, 141, 144, 152 31, 157, 163, 174, 139, 160, 169, 166, 158, 161, 167 32, 180, 174, 163, 150, 177, 169, 171, 181, 178, 172 33, 133, 139, 150, 163, 136, 144, 142, 164, 161, 172 34, 156, 150, 139, 174, 153, 144, 147, 175, 178, 167 35, 139, 163, 174, 150, 161, 169, 167, 144, 172, 178 36, 189, 206, 183, 163, 197, 195, 186, 190, 198, 187 37, 200, 183, 206, 174, 192, 195, 203, 201, 193, 204 38, 157, 174, 163, 183, 166, 169, 160, 184, 193, 187 39, 180, 163, 174, 206, 171, 169, 177, 207, 198, 204 40, 183, 163, 206, 174, 187, 198, 195, 193, 169, 204 *SOLID SECTION,ELSET=EALL,MATERIAL=A1 *MATERIAL,NAME=A1 *ELASTIC 1.E8,.0 ** ** step 1,Default ** *STEP, PERTURBATION Linear Static Analysis ** This load case is the default load case that always appears ** *STATIC ** ** fix ** *BOUNDARY 1, 1,, 0. 1, 2,, 0. 1, 3,, 0. 4, 1,, 0. 4, 2,, 0. 4, 3,, 0. 7, 1,, 0. 7, 2,, 0. 7, 3,, 0. 10, 1,, 0. 10, 2,, 0. 10, 3,, 0. 13, 1,, 0. 13, 2,, 0. 13, 3,, 0. 15, 1,, 0. 15, 2,, 0. 15, 3,, 0. 18, 1,, 0. 18, 2,, 0. 18, 3,, 0. 21, 1,, 0. 21, 2,, 0. 21, 3,, 0. 24, 1,, 0. 24, 2,, 0. 24, 3,, 0. MID, 3,, 0. ** ** load ** *CLOAD, OP=NEW 183, 2, -0.25 189, 2, -0.25 200, 2, -0.25 206, 2, -0.25 *NODE FILE U, *OUTPUT,FIELD *NODE OUTPUT U, *EL PRINT S, E, ** ** *END STEP