!Active Bending - BAR 22m Diameter 100mm imperfection $ $ +PROG AQUA urs:3 HEAD NORM 'DIN' 'en1992-2004' MATE 1 E 70000 gam 15.5 ! SCIT 1 D 120[mm] MNO 1 $ tube or cable end +PROG SOFIMSHA urs:1 HEAD active_bending PAGE UNII 0 SYST SPAC GDIV 1000 POSZ NODE 101 X 0.0000 Y 0.0000 Z 0 NODE 102 X 0.2000 Y 0.0000 Z -0.0072 NODE 103 X 0.4000 Y 0.0000 Z -0.0143 NODE 104 X 0.6000 Y 0.0000 Z -0.0212 NODE 105 X 0.8000 Y 0.0000 Z -0.028 NODE 106 X 1.0000 Y 0.0000 Z -0.0347 NODE 107 X 1.2000 Y 0.0000 Z -0.0413 NODE 108 X 1.4000 Y 0.0000 Z -0.0477 NODE 109 X 1.6000 Y 0.0000 Z -0.054 NODE 110 X 1.8000 Y 0.0000 Z -0.0601 NODE 111 X 2.0000 Y 0.0000 Z -0.0661 NODE 112 X 2.2000 Y 0.0000 Z -0.072 NODE 113 X 2.4000 Y 0.0000 Z -0.0778 NODE 114 X 2.6000 Y 0.0000 Z -0.0834 NODE 115 X 2.8000 Y 0.0000 Z -0.0889 NODE 116 X 3.0000 Y 0.0000 Z -0.0942 NODE 117 X 3.2000 Y 0.0000 Z -0.0995 NODE 118 X 3.4000 Y 0.0000 Z -0.1045 NODE 119 X 3.6000 Y 0.0000 Z -0.1095 NODE 120 X 3.8000 Y 0.0000 Z -0.1143 NODE 121 X 4.0000 Y 0.0000 Z -0.119 NODE 122 X 4.2000 Y 0.0000 Z -0.1236 NODE 123 X 4.4000 Y 0.0000 Z -0.128 NODE 124 X 4.6000 Y 0.0000 Z -0.1323 NODE 125 X 4.8000 Y 0.0000 Z -0.1365 NODE 126 X 5.0000 Y 0.0000 Z -0.1405 NODE 127 X 5.2000 Y 0.0000 Z -0.1444 NODE 128 X 5.4000 Y 0.0000 Z -0.1482 NODE 129 X 5.6000 Y 0.0000 Z -0.1518 NODE 130 X 5.8000 Y 0.0000 Z -0.1553 NODE 131 X 6.0000 Y 0.0000 Z -0.1587 NODE 132 X 6.2000 Y 0.0000 Z -0.1619 NODE 133 X 6.4000 Y 0.0000 Z -0.165 NODE 134 X 6.6000 Y 0.0000 Z -0.168 NODE 135 X 6.8000 Y 0.0000 Z -0.1709 NODE 136 X 7.0000 Y 0.0000 Z -0.1736 NODE 137 X 7.2000 Y 0.0000 Z -0.1761 NODE 138 X 7.4000 Y 0.0000 Z -0.1786 NODE 139 X 7.6000 Y 0.0000 Z -0.1809 NODE 140 X 7.8000 Y 0.0000 Z -0.1831 NODE 141 X 8.0000 Y 0.0000 Z -0.1851 NODE 142 X 8.2000 Y 0.0000 Z -0.187 NODE 143 X 8.4000 Y 0.0000 Z -0.1888 NODE 144 X 8.6000 Y 0.0000 Z -0.1905 NODE 145 X 8.8000 Y 0.0000 Z -0.192 NODE 146 X 9.0000 Y 0.0000 Z -0.1934 NODE 147 X 9.2000 Y 0.0000 Z -0.1946 NODE 148 X 9.4000 Y 0.0000 Z -0.1958 NODE 149 X 9.6000 Y 0.0000 Z -0.1968 NODE 150 X 9.8000 Y 0.0000 Z -0.1976 NODE 151 X 10.0000 Y 0.0000 Z -0.1983 NODE 152 X 10.2000 Y 0.0000 Z -0.1989 NODE 153 X 10.4000 Y 0.0000 Z -0.1994 NODE 154 X 10.6000 Y 0.0000 Z -0.1997 NODE 155 X 10.8000 Y 0.0000 Z -0.1999 NODE 156 X 11.0000 Y 0.0000 Z -0.2 NODE 157 X 11.2000 Y 0.0000 Z -0.1999 NODE 158 X 11.4000 Y 0.0000 Z -0.1997 NODE 159 X 11.6000 Y 0.0000 Z -0.1994 NODE 160 X 11.8000 Y 0.0000 Z -0.1989 NODE 161 X 12.0000 Y 0.0000 Z -0.1983 NODE 162 X 12.2000 Y 0.0000 Z -0.1976 NODE 163 X 12.4000 Y 0.0000 Z -0.1968 NODE 164 X 12.6000 Y 0.0000 Z -0.1958 NODE 165 X 12.8000 Y 0.0000 Z -0.1946 NODE 166 X 13.0000 Y 0.0000 Z -0.1934 NODE 167 X 13.2000 Y 0.0000 Z -0.192 NODE 168 X 13.4000 Y 0.0000 Z -0.1905 NODE 169 X 13.6000 Y 0.0000 Z -0.1888 NODE 170 X 13.8000 Y 0.0000 Z -0.187 NODE 171 X 14.0000 Y 0.0000 Z -0.1851 NODE 172 X 14.2000 Y 0.0000 Z -0.1831 NODE 173 X 14.4000 Y 0.0000 Z -0.1809 NODE 174 X 14.6000 Y 0.0000 Z -0.1786 NODE 175 X 14.8000 Y 0.0000 Z -0.1761 NODE 176 X 15.0000 Y 0.0000 Z -0.1736 NODE 177 X 15.2000 Y 0.0000 Z -0.1709 NODE 178 X 15.4000 Y 0.0000 Z -0.168 NODE 179 X 15.6000 Y 0.0000 Z -0.165 NODE 180 X 15.8000 Y 0.0000 Z -0.1619 NODE 181 X 16.0000 Y 0.0000 Z -0.1587 NODE 182 X 16.2000 Y 0.0000 Z -0.1553 NODE 183 X 16.4000 Y 0.0000 Z -0.1518 NODE 184 X 16.6000 Y 0.0000 Z -0.1482 NODE 185 X 16.8000 Y 0.0000 Z -0.1444 NODE 186 X 17.0000 Y 0.0000 Z -0.1405 NODE 187 X 17.2000 Y 0.0000 Z -0.1365 NODE 188 X 17.4000 Y 0.0000 Z -0.1323 NODE 189 X 17.6000 Y 0.0000 Z -0.128 NODE 190 X 17.8000 Y 0.0000 Z -0.1236 NODE 191 X 18.0000 Y 0.0000 Z -0.119 NODE 192 X 18.2000 Y 0.0000 Z -0.1143 NODE 193 X 18.4000 Y 0.0000 Z -0.1095 NODE 194 X 18.6000 Y 0.0000 Z -0.1045 NODE 195 X 18.8000 Y 0.0000 Z -0.0995 NODE 196 X 19.0000 Y 0.0000 Z -0.0942 NODE 197 X 19.2000 Y 0.0000 Z -0.0889 NODE 198 X 19.4000 Y 0.0000 Z -0.0834 NODE 199 X 19.6000 Y 0.0000 Z -0.0778 NODE 200 X 19.8000 Y 0.0000 Z -0.072 NODE 201 X 20.0000 Y 0.0000 Z -0.0661 NODE 202 X 20.2000 Y 0.0000 Z -0.0601 NODE 203 X 20.4000 Y 0.0000 Z -0.054 NODE 204 X 20.6000 Y 0.0000 Z -0.0477 NODE 205 X 20.8000 Y 0.0000 Z -0.0413 NODE 206 X 21.0000 Y 0.0000 Z -0.0347 NODE 207 X 21.2000 Y 0.0000 Z -0.028 NODE 208 X 21.4000 Y 0.0000 Z -0.0212 NODE 209 X 21.6000 Y 0.0000 Z -0.0143 NODE 210 X 21.8000 Y 0.0000 Z -0.0072 NODE 211 X 22.0000 Y 0.0000 Z 0 GRP 1 BEAM - (101 210 1) (102 1) NCS 1 KR posy GRP 11 titl 'supports during lifting' spri - na 101,211 dx 1 cp 1e9 ct 1e9 cm 1e9 spri - na 101,211 dz 1 cm 1e9 end +prog sofiload urs:4 head lc 901 ; node 211 TYPE 'wxx' P1 -1 $lc 909 ; beam grp 1 TYPE 'PG' PA -0.2 end +PROG ASE urs:2 HEAD SYST prob TH3 tol -0.01 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC 1 FACD 1 titl 'first little lifting' LCC 901 END HEAD sto#lf 2 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 10 END HEAD sto#lf 3 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 100 END HEAD sto#lf 4 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 200 END HEAD sto#lf 5 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 300 END HEAD sto#lf 6 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 500 END HEAD sto#lf 7 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 700 END HEAD sto#lf 8 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 1000 END HEAD sto#lf 9 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 1500 END HEAD sto#lf 10 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'further bending' LCC 901 fact 2000 $ LC 905 fakt 0.1 END HEAD sto#lf 11 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'test PLC with same load' LCC 901 fact 2000 END HEAD sto#lf 12 ; SYST prob TH3 TOl -0.01 PLC #lf-1 ; grp 12 off ; ctrl iter 3 v2 1 ; ctrl beam 5 LC #lf FACD 1 titl 'test PLC with same load' LCC 901 fact 2000 END