Profile: HE 200 B Calculation of the torsional stiffness Note: ELASTIC value at 20 degrees. NNODE 214 NDIM 2 NDOFMAX 1 ! 1 Degree of Freedom per node (the warping function) TORSION NMAT 1 ELEMENTS SOLID 154 NG 2 NVOID 0 END_ELEM NODES NODE 1 0.1000 -0.1000 NODE 2 0.1000 -0.0916 NODE 3 0.1000 -0.0833 NODE 4 0.1000 -0.0749 NODE 5 0.1000 -0.0665 NODE 6 0.1000 -0.0581 NODE 7 0.1000 -0.0498 NODE 8 0.1000 -0.0414 NODE 9 0.1000 -0.0330 NODE 10 0.1000 -0.0247 NODE 11 0.1000 -0.0163 NODE 12 0.1000 -0.0045 NODE 13 0.1000 0.0045 NODE 14 0.1000 0.0163 NODE 15 0.1000 0.0247 NODE 16 0.1000 0.0330 NODE 17 0.1000 0.0414 NODE 18 0.1000 0.0498 NODE 19 0.1000 0.0581 NODE 20 0.1000 0.0665 NODE 21 0.1000 0.0749 NODE 22 0.1000 0.0833 NODE 23 0.1000 0.0916 NODE 24 0.1000 0.1000 NODE 25 0.0950 -0.1000 NODE 26 0.0950 -0.0916 NODE 27 0.0950 -0.0833 NODE 28 0.0950 -0.0749 NODE 29 0.0950 -0.0665 NODE 30 0.0950 -0.0581 NODE 31 0.0950 -0.0498 NODE 32 0.0950 -0.0414 NODE 33 0.0950 -0.0330 NODE 34 0.0950 -0.0247 NODE 35 0.0950 -0.0163 NODE 36 0.0950 -0.0045 NODE 37 0.0950 0.0045 NODE 38 0.0950 0.0163 NODE 39 0.0950 0.0247 NODE 40 0.0950 0.0330 NODE 41 0.0950 0.0414 NODE 42 0.0950 0.0498 NODE 43 0.0950 0.0581 NODE 44 0.0950 0.0665 NODE 45 0.0950 0.0749 NODE 46 0.0950 0.0833 NODE 47 0.0950 0.0916 NODE 48 0.0950 0.1000 NODE 49 0.0900 -0.1000 NODE 50 0.0900 -0.0916 NODE 51 0.0900 -0.0833 NODE 52 0.0900 -0.0749 NODE 53 0.0900 -0.0665 NODE 54 0.0900 -0.0581 NODE 55 0.0900 -0.0498 NODE 56 0.0900 -0.0414 NODE 57 0.0900 -0.0330 NODE 58 0.0900 -0.0247 NODE 59 0.0900 -0.0163 NODE 60 0.0900 -0.0045 NODE 61 0.0900 0.0045 NODE 62 0.0900 0.0163 NODE 63 0.0900 0.0247 NODE 64 0.0900 0.0330 NODE 65 0.0900 0.0414 NODE 66 0.0900 0.0498 NODE 67 0.0900 0.0581 NODE 68 0.0900 0.0665 NODE 69 0.0900 0.0749 NODE 70 0.0900 0.0833 NODE 71 0.0900 0.0916 NODE 72 0.0900 0.1000 NODE 73 0.0850 -0.1000 NODE 74 0.0850 -0.0916 NODE 75 0.0850 -0.0833 NODE 76 0.0850 -0.0749 NODE 77 0.0850 -0.0665 NODE 78 0.0850 -0.0581 NODE 79 0.0850 -0.0498 NODE 80 0.0850 -0.0414 NODE 81 0.0850 -0.0330 NODE 82 0.0850 -0.0247 NODE 83 0.0850 -0.0163 NODE 84 0.0850 -0.0045 NODE 85 0.0850 0.0045 NODE 86 0.0850 0.0163 NODE 87 0.0850 0.0247 NODE 88 0.0850 0.0330 NODE 89 0.0850 0.0414 NODE 90 0.0850 0.0498 NODE 91 0.0850 0.0581 NODE 92 0.0850 0.0665 NODE 93 0.0850 0.0749 NODE 94 0.0850 0.0833 NODE 95 0.0850 0.0916 NODE 96 0.0850 0.1000 NODE 97 0.0732 -0.0045 NODE 98 0.0732 0.0045 NODE 99 0.0586 -0.0045 NODE 100 0.0586 0.0045 NODE 101 0.0439 -0.0045 NODE 102 0.0439 0.0045 NODE 103 0.0293 -0.0045 NODE 104 0.0293 0.0045 NODE 105 0.0146 -0.0045 NODE 106 0.0146 0.0045 NODE 107 0.0000 -0.0045 NODE 108 0.0000 0.0045 NODE 109 -0.0146 -0.0045 NODE 110 -0.0146 0.0045 NODE 111 -0.0293 -0.0045 NODE 112 -0.0293 0.0045 NODE 113 -0.0439 -0.0045 NODE 114 -0.0439 0.0045 NODE 115 -0.0586 -0.0045 NODE 116 -0.0586 0.0045 NODE 117 -0.0732 -0.0045 NODE 118 -0.0732 0.0045 NODE 119 -0.0850 -0.1000 NODE 120 -0.0850 -0.0916 NODE 121 -0.0850 -0.0833 NODE 122 -0.0850 -0.0749 NODE 123 -0.0850 -0.0665 NODE 124 -0.0850 -0.0581 NODE 125 -0.0850 -0.0498 NODE 126 -0.0850 -0.0414 NODE 127 -0.0850 -0.0330 NODE 128 -0.0850 -0.0247 NODE 129 -0.0850 -0.0163 NODE 130 -0.0850 -0.0045 NODE 131 -0.0850 0.0045 NODE 132 -0.0850 0.0163 NODE 133 -0.0850 0.0247 NODE 134 -0.0850 0.0330 NODE 135 -0.0850 0.0414 NODE 136 -0.0850 0.0498 NODE 137 -0.0850 0.0581 NODE 138 -0.0850 0.0665 NODE 139 -0.0850 0.0749 NODE 140 -0.0850 0.0833 NODE 141 -0.0850 0.0916 NODE 142 -0.0850 0.1000 NODE 143 -0.0900 -0.1000 NODE 144 -0.0900 -0.0916 NODE 145 -0.0900 -0.0833 NODE 146 -0.0900 -0.0749 NODE 147 -0.0900 -0.0665 NODE 148 -0.0900 -0.0581 NODE 149 -0.0900 -0.0498 NODE 150 -0.0900 -0.0414 NODE 151 -0.0900 -0.0330 NODE 152 -0.0900 -0.0247 NODE 153 -0.0900 -0.0163 NODE 154 -0.0900 -0.0045 NODE 155 -0.0900 0.0045 NODE 156 -0.0900 0.0163 NODE 157 -0.0900 0.0247 NODE 158 -0.0900 0.0330 NODE 159 -0.0900 0.0414 NODE 160 -0.0900 0.0498 NODE 161 -0.0900 0.0581 NODE 162 -0.0900 0.0665 NODE 163 -0.0900 0.0749 NODE 164 -0.0900 0.0833 NODE 165 -0.0900 0.0916 NODE 166 -0.0900 0.1000 NODE 167 -0.0950 -0.1000 NODE 168 -0.0950 -0.0916 NODE 169 -0.0950 -0.0833 NODE 170 -0.0950 -0.0749 NODE 171 -0.0950 -0.0665 NODE 172 -0.0950 -0.0581 NODE 173 -0.0950 -0.0498 NODE 174 -0.0950 -0.0414 NODE 175 -0.0950 -0.0330 NODE 176 -0.0950 -0.0247 NODE 177 -0.0950 -0.0163 NODE 178 -0.0950 -0.0045 NODE 179 -0.0950 0.0045 NODE 180 -0.0950 0.0163 NODE 181 -0.0950 0.0247 NODE 182 -0.0950 0.0330 NODE 183 -0.0950 0.0414 NODE 184 -0.0950 0.0498 NODE 185 -0.0950 0.0581 NODE 186 -0.0950 0.0665 NODE 187 -0.0950 0.0749 NODE 188 -0.0950 0.0833 NODE 189 -0.0950 0.0916 NODE 190 -0.0950 0.1000 NODE 191 -0.1000 -0.1000 NODE 192 -0.1000 -0.0916 NODE 193 -0.1000 -0.0833 NODE 194 -0.1000 -0.0749 NODE 195 -0.1000 -0.0665 NODE 196 -0.1000 -0.0581 NODE 197 -0.1000 -0.0498 NODE 198 -0.1000 -0.0414 NODE 199 -0.1000 -0.0330 NODE 200 -0.1000 -0.0247 NODE 201 -0.1000 -0.0163 NODE 202 -0.1000 -0.0045 NODE 203 -0.1000 0.0045 NODE 204 -0.1000 0.0163 NODE 205 -0.1000 0.0247 NODE 206 -0.1000 0.0330 NODE 207 -0.1000 0.0414 NODE 208 -0.1000 0.0498 NODE 209 -0.1000 0.0581 NODE 210 -0.1000 0.0665 NODE 211 -0.1000 0.0749 NODE 212 -0.1000 0.0833 NODE 213 -0.1000 0.0916 NODE 214 -0.1000 0.1000 NODELINE 0 0 YC_ZC 0 0 FIXATIONS BLOCK 107 F0 ! The value of the warping function has to be fixed on at least one node of an axis of symmetry BLOCK 108 F0 END_FIX NODOFSOLID ELEM 1 1 25 26 2 1 0. ELEM 2 2 26 27 3 1 0. ELEM 3 3 27 28 4 1 0. ELEM 4 4 28 29 5 1 0. ELEM 5 5 29 30 6 1 0. ELEM 6 6 30 31 7 1 0. ELEM 7 7 31 32 8 1 0. ELEM 8 8 32 33 9 1 0. ELEM 9 9 33 34 10 1 0. ELEM 10 10 34 35 11 1 0. ELEM 11 11 35 36 12 1 0. ELEM 12 12 36 37 13 1 0. ELEM 13 13 37 38 14 1 0. ELEM 14 14 38 39 15 1 0. ELEM 15 15 39 40 16 1 0. ELEM 16 16 40 41 17 1 0. ELEM 17 17 41 42 18 1 0. ELEM 18 18 42 43 19 1 0. ELEM 19 19 43 44 20 1 0. ELEM 20 20 44 45 21 1 0. ELEM 21 21 45 46 22 1 0. ELEM 22 22 46 47 23 1 0. ELEM 23 23 47 48 24 1 0. ELEM 24 25 49 50 26 1 0. ELEM 25 26 50 51 27 1 0. ELEM 26 27 51 52 28 1 0. ELEM 27 28 52 53 29 1 0. ELEM 28 29 53 54 30 1 0. ELEM 29 30 54 55 31 1 0. ELEM 30 31 55 56 32 1 0. ELEM 31 32 56 57 33 1 0. ELEM 32 33 57 58 34 1 0. ELEM 33 34 58 59 35 1 0. ELEM 34 35 59 60 36 1 0. ELEM 35 36 60 61 37 1 0. ELEM 36 37 61 62 38 1 0. ELEM 37 38 62 63 39 1 0. ELEM 38 39 63 64 40 1 0. ELEM 39 40 64 65 41 1 0. ELEM 40 41 65 66 42 1 0. ELEM 41 42 66 67 43 1 0. ELEM 42 43 67 68 44 1 0. ELEM 43 44 68 69 45 1 0. ELEM 44 45 69 70 46 1 0. ELEM 45 46 70 71 47 1 0. ELEM 46 47 71 72 48 1 0. ELEM 47 49 73 74 50 1 0. ELEM 48 50 74 75 51 1 0. ELEM 49 51 75 76 52 1 0. ELEM 50 52 76 77 53 1 0. ELEM 51 53 77 78 54 1 0. ELEM 52 54 78 79 55 1 0. ELEM 53 55 79 80 56 1 0. ELEM 54 56 80 81 57 1 0. ELEM 55 57 81 82 58 1 0. ELEM 56 58 82 83 59 1 0. ELEM 57 59 83 84 60 1 0. ELEM 58 60 84 85 61 1 0. ELEM 59 61 85 86 62 1 0. ELEM 60 62 86 87 63 1 0. ELEM 61 63 87 88 64 1 0. ELEM 62 64 88 89 65 1 0. ELEM 63 65 89 90 66 1 0. ELEM 64 66 90 91 67 1 0. ELEM 65 67 91 92 68 1 0. ELEM 66 68 92 93 69 1 0. ELEM 67 69 93 94 70 1 0. ELEM 68 70 94 95 71 1 0. ELEM 69 71 95 96 72 1 0. ELEM 70 83 97 84 0 1 0. ELEM 71 84 97 98 85 1 0. ELEM 72 85 98 86 0 1 0. ELEM 73 97 99 100 98 1 0. ELEM 74 99 101 102 100 1 0. ELEM 75 101 103 104 102 1 0. ELEM 76 103 105 106 104 1 0. ELEM 77 105 107 108 106 1 0. ELEM 78 107 109 110 108 1 0. ELEM 79 109 111 112 110 1 0. ELEM 80 111 113 114 112 1 0. ELEM 81 113 115 116 114 1 0. ELEM 82 115 117 118 116 1 0. ELEM 83 117 129 130 0 1 0. ELEM 84 117 130 131 118 1 0. ELEM 85 118 131 132 0 1 0. ELEM 86 119 143 144 120 1 0. ELEM 87 120 144 145 121 1 0. ELEM 88 121 145 146 122 1 0. ELEM 89 122 146 147 123 1 0. ELEM 90 123 147 148 124 1 0. ELEM 91 124 148 149 125 1 0. ELEM 92 125 149 150 126 1 0. ELEM 93 126 150 151 127 1 0. ELEM 94 127 151 152 128 1 0. ELEM 95 128 152 153 129 1 0. ELEM 96 129 153 154 130 1 0. ELEM 97 130 154 155 131 1 0. ELEM 98 131 155 156 132 1 0. ELEM 99 132 156 157 133 1 0. ELEM 100 133 157 158 134 1 0. ELEM 101 134 158 159 135 1 0. ELEM 102 135 159 160 136 1 0. ELEM 103 136 160 161 137 1 0. ELEM 104 137 161 162 138 1 0. ELEM 105 138 162 163 139 1 0. ELEM 106 139 163 164 140 1 0. ELEM 107 140 164 165 141 1 0. ELEM 108 141 165 166 142 1 0. ELEM 109 143 167 168 144 1 0. ELEM 110 144 168 169 145 1 0. ELEM 111 145 169 170 146 1 0. ELEM 112 146 170 171 147 1 0. ELEM 113 147 171 172 148 1 0. ELEM 114 148 172 173 149 1 0. ELEM 115 149 173 174 150 1 0. ELEM 116 150 174 175 151 1 0. ELEM 117 151 175 176 152 1 0. ELEM 118 152 176 177 153 1 0. ELEM 119 153 177 178 154 1 0. ELEM 120 154 178 179 155 1 0. ELEM 121 155 179 180 156 1 0. ELEM 122 156 180 181 157 1 0. ELEM 123 157 181 182 158 1 0. ELEM 124 158 182 183 159 1 0. ELEM 125 159 183 184 160 1 0. ELEM 126 160 184 185 161 1 0. ELEM 127 161 185 186 162 1 0. ELEM 128 162 186 187 163 1 0. ELEM 129 163 187 188 164 1 0. ELEM 130 164 188 189 165 1 0. ELEM 131 165 189 190 166 1 0. ELEM 132 167 191 192 168 1 0. ELEM 133 168 192 193 169 1 0. ELEM 134 169 193 194 170 1 0. ELEM 135 170 194 195 171 1 0. ELEM 136 171 195 196 172 1 0. ELEM 137 172 196 197 173 1 0. ELEM 138 173 197 198 174 1 0. ELEM 139 174 198 199 175 1 0. ELEM 140 175 199 200 176 1 0. ELEM 141 176 200 201 177 1 0. ELEM 142 177 201 202 178 1 0. ELEM 143 178 202 203 179 1 0. ELEM 144 179 203 204 180 1 0. ELEM 145 180 204 205 181 1 0. ELEM 146 181 205 206 182 1 0. ELEM 147 182 206 207 183 1 0. ELEM 148 183 207 208 184 1 0. ELEM 149 184 208 209 185 1 0. ELEM 150 185 209 210 186 1 0. ELEM 151 186 210 211 187 1 0. ELEM 152 187 211 212 188 1 0. ELEM 153 188 212 213 189 1 0. ELEM 154 189 213 214 190 1 0. SYMMETRY ENDSYM PRECISION 1.E-3 MATERIALS STEELEC3EN 21000.E6 0.3 ! The young modulus of steel has been multiplied by 0.1 in order to take into account the reduction due to temperature elevation. OUTPUT TIMEPRINT 60. 60. ! Only one time step is required. The value is not relevant. END_TIMEPR