midas civil mct创建单梁
*UNIT ; Unit System KN, M, KJ, C *STRUCTYPE ; Structure Type 0, 1, 1, NO, YES, 9.806, 0, NO, NO, NO *MATERIAL ; Material 1, CONC, C40, 0, 0, , C, NO, 0.05, 1, JTG04(RC) , , C40 , NO, 3.25e+007 *SECT-PSCVALUE ; PSC Value, General Section, Composite PC, Composite General SECT= 1, VALUE , 跨中 , CT, 0, 0, 0, 0, 0, 0, YES, NO, GEN, YES, YES 0.594954, 0.404487, 0.303779, 0.0520825, 0.0195105, 0.113921 0.789235, 0.800765, 0.285841, 0.264159, 0.0930631, 0.451379, 4.23623, 2.82385, 0.800765, 0.264159 -0.700765, 0.689235, 0.789235, -0.800765, 0.285841, 0.285841, -0.264159, -0.264159 OPOLY=-0.800765, -0.164159, -0.800765, -0.264159, 0.789235, -0.264159 0.789235, -0.164159, 0.689235, -0.114159, 0.729235, 0.235841 0.689235, 0.285841, -0.700765, 0.285841, -0.740765, 0.235841 -0.700765, -0.114159 IPOLY=-0.640765, 0.025841, -0.638487, 0.0518882, -0.631719, 0.077144 -0.620669, 0.100841, -0.605672, 0.122259, -0.587184, 0.140748 -0.565765, 0.155745, -0.542068, 0.166795, -0.516813, 0.173562 -0.490765, 0.175841, -0.464718, 0.173562, -0.439462, 0.166795 -0.415765, 0.155745, -0.394347, 0.140748, -0.375859, 0.122259 -0.360862, 0.100841, -0.349812, 0.077144, -0.343044, 0.0518882 -0.340765, 0.025841, -0.343044, -0.000206274 -0.349812, -0.0254621, -0.360862, -0.049159, -0.375859, -0.0705772 -0.394347, -0.0890657, -0.415765, -0.104063, -0.439462, -0.115113 -0.464718, -0.12188, -0.490765, -0.124159, -0.516813, -0.12188 -0.542068, -0.115113, -0.565765, -0.104063, -0.587184, -0.0890657 -0.605672, -0.0705772, -0.620669, -0.049159, -0.631719, -0.0254621 -0.638487, -0.000206274 IPOLY=-0.154428, 0.025841, -0.15215, 0.0518882, -0.145382, 0.077144 -0.134332, 0.100841, -0.119335, 0.122259, -0.100847, 0.140748 -0.0794284, 0.155745, -0.0557314, 0.166795, -0.0304756, 0.173562 -0.00442841, 0.175841, 0.0216188, 0.173562, 0.0468746, 0.166795 0.0705716, 0.155745, 0.0919897, 0.140748, 0.110478, 0.122259 0.125475, 0.100841, 0.136525, 0.077144, 0.143293, 0.0518882 0.145572, 0.025841, 0.143293, -0.000206274, 0.136525, -0.0254621 0.125475, -0.049159, 0.110478, -0.0705772, 0.0919897, -0.0890657 0.0705716, -0.104063, 0.0468746, -0.115113, 0.0216188, -0.12188 -0.00442841, -0.124159, -0.0304756, -0.12188 -0.0557314, -0.115113, -0.0794284, -0.104063 -0.100847, -0.0890657, -0.119335, -0.0705772, -0.134332, -0.049159 -0.145382, -0.0254621, -0.15215, -0.000206274 IPOLY=0.279023, 0.025841, 0.281301, 0.0518882, 0.288069, 0.077144, 0.299119, 0.100841 0.314116, 0.122259, 0.332604, 0.140748, 0.354023, 0.155745 0.37772, 0.166795, 0.402975, 0.173562, 0.429023, 0.175841 0.45507, 0.173562, 0.480326, 0.166795, 0.504023, 0.155745 0.525441, 0.140748, 0.543929, 0.122259, 0.558926, 0.100841 0.569976, 0.077144, 0.576744, 0.0518882, 0.579023, 0.025841 0.576744, -0.000206274, 0.569976, -0.0254621, 0.558926, -0.049159 0.543929, -0.0705772, 0.525441, -0.0890657, 0.504023, -0.104063 0.480326, -0.115113, 0.45507, -0.12188, 0.429023, -0.124159 0.402975, -0.12188, 0.37772, -0.115113, 0.354023, -0.104063 0.332604, -0.0890657, 0.314116, -0.0705772, 0.299119, -0.049159 0.288069, -0.0254621, 0.281301, -0.000206274 *NODE ; Nodes 1,0,0,0 2,.975,0,0 3,1.95,0,0 4,2.925,0,0 5,3.9,0,0 6,4.875,0,0 7,5.85,0,0 8,6.825,0,0 9,7.8,0,0 10,8.775,0,0 11,9.75,0,0 12,10.725,0,0 13,11.7,0,0 14,12.675,0,0 15,13.65,0,0 16,14.625,0,0 17,15.6,0,0 18,16.575,0,0 19,17.55,0,0 20,18.525,0,0 21,19.5,0,0 22,20.5625,0,0 23,21.625,0,0 24,22.6875,0,0 25,23.75,0,0 26,24.8125,0,0 27,25.875,0,0 28,26.9375,0,0 29,28,0,0 30,29.0625,0,0 31,30.125,0,0 32,31.1875,0,0 33,32.25,0,0 34,33.3125,0,0 35,34.375,0,0 36,35.4375,0,0 37,36.5,0,0 38,37.5625,0,0 39,38.625,0,0 40,39.6875,0,0 41,40.75,0,0 42,41.8125,0,0 43,42.875,0,0 44,43.9375,0,0 45,45,0,0 46,46.0625,0,0 47,47.125,0,0 48,48.1875,0,0 49,49.25,0,0 50,50.3125,0,0 51,51.375,0,0 52,52.4375,0,0 53,53.5,0,0 54,54.5625,0,0 55,55.625,0,0 56,56.6875,0,0 57,57.75,0,0 58,58.8125,0,0 59,59.875,0,0 60,60.9375,0,0 61,62,0,0 62,62.85,0,0 63,63.7,0,0 64,64.55,0,0 65,65.4,0,0 66,66.25,0,0 67,67.1,0,0 68,67.95,0,0 69,68.8,0,0 70,69.65,0,0 71,70.5,0,0 72,71.35,0,0 73,72.1999999999999,0,0 74,73.0499999999999,0,0 75,73.8999999999999,0,0 76,74.7499999999999,0,0 77,75.5999999999999,0,0 78,76.4499999999999,0,0 79,77.2999999999999,0,0 80,78.1499999999999,0,0 81,78.9999999999999,0,0 *ELEMENT ; Elements 1,BEAM,1,1,1,2,0,0 2,BEAM,1,1,2,3,0,0 3,BEAM,1,1,3,4,0,0 4,BEAM,1,1,4,5,0,0 5,BEAM,1,1,5,6,0,0 6,BEAM,1,1,6,7,0,0 7,BEAM,1,1,7,8,0,0 8,BEAM,1,1,8,9,0,0 9,BEAM,1,1,9,10,0,0 10,BEAM,1,1,10,11,0,0 11,BEAM,1,1,11,12,0,0 12,BEAM,1,1,12,13,0,0 13,BEAM,1,1,13,14,0,0 14,BEAM,1,1,14,15,0,0 15,BEAM,1,1,15,16,0,0 16,BEAM,1,1,16,17,0,0 17,BEAM,1,1,17,18,0,0 18,BEAM,1,1,18,19,0,0 19,BEAM,1,1,19,20,0,0 20,BEAM,1,1,20,21,0,0 21,BEAM,1,1,21,22,0,0 22,BEAM,1,1,22,23,0,0 23,BEAM,1,1,23,24,0,0 24,BEAM,1,1,24,25,0,0 25,BEAM,1,1,25,26,0,0 26,BEAM,1,1,26,27,0,0 27,BEAM,1,1,27,28,0,0 28,BEAM,1,1,28,29,0,0 29,BEAM,1,1,29,30,0,0 30,BEAM,1,1,30,31,0,0 31,BEAM,1,1,31,32,0,0 32,BEAM,1,1,32,33,0,0 33,BEAM,1,1,33,34,0,0 34,BEAM,1,1,34,35,0,0 35,BEAM,1,1,35,36,0,0 36,BEAM,1,1,36,37,0,0 37,BEAM,1,1,37,38,0,0 38,BEAM,1,1,38,39,0,0 39,BEAM,1,1,39,40,0,0 40,BEAM,1,1,40,41,0,0 41,BEAM,1,1,41,42,0,0 42,BEAM,1,1,42,43,0,0 43,BEAM,1,1,43,44,0,0 44,BEAM,1,1,44,45,0,0 45,BEAM,1,1,45,46,0,0 46,BEAM,1,1,46,47,0,0 47,BEAM,1,1,47,48,0,0 48,BEAM,1,1,48,49,0,0 49,BEAM,1,1,49,50,0,0 50,BEAM,1,1,50,51,0,0 51,BEAM,1,1,51,52,0,0 52,BEAM,1,1,52,53,0,0 53,BEAM,1,1,53,54,0,0 54,BEAM,1,1,54,55,0,0 55,BEAM,1,1,55,56,0,0 56,BEAM,1,1,56,57,0,0 57,BEAM,1,1,57,58,0,0 58,BEAM,1,1,58,59,0,0 59,BEAM,1,1,59,60,0,0 60,BEAM,1,1,60,61,0,0 61,BEAM,1,1,61,62,0,0 62,BEAM,1,1,62,63,0,0 63,BEAM,1,1,63,64,0,0 64,BEAM,1,1,64,65,0,0 65,BEAM,1,1,65,66,0,0 66,BEAM,1,1,66,67,0,0 67,BEAM,1,1,67,68,0,0 68,BEAM,1,1,68,69,0,0 69,BEAM,1,1,69,70,0,0 70,BEAM,1,1,70,71,0,0 71,BEAM,1,1,71,72,0,0 72,BEAM,1,1,72,73,0,0 73,BEAM,1,1,73,74,0,0 74,BEAM,1,1,74,75,0,0 75,BEAM,1,1,75,76,0,0 76,BEAM,1,1,76,77,0,0 77,BEAM,1,1,77,78,0,0 78,BEAM,1,1,78,79,0,0 79,BEAM,1,1,79,80,0,0 80,BEAM,1,1,80,81,0,0 *CONSTRAINT ; Supports 1, 011100, 21,111100, 61,011100, 81,011100, *EIGEN-CTRL ; Eigenvalue Analysis Control LANCZOS, 4, 20, 1, 1e-010, NO, 0, 0, NO *STLDCASE ; Static Load Cases 自重, D, *LOADTOMASS, XYZ, YES, YES, YES, YES, 9.806 自重, 1 *USE-STLD, 自重 *SELFWEIGHT, 0, 0, -1.04, *MVLDCODE ; Moving Load Code CODE = CHINA *LINELANE(CH) ; Traffic Line Lanes (china) NAME=车道, LANE, , 0, 0, BOTH, 0, 3, NO, 3 1,0,42.5,YES,1 2,0,42.5,NO,1 3,0,42.5,NO,1 4,0,42.5,NO,1 5,0,42.5,NO,1 6,0,42.5,NO,1 7,0,42.5,NO,1 8,0,42.5,NO,1 9,0,42.5,NO,1 10,0,42.5,NO,1 11,0,42.5,NO,1 12,0,42.5,NO,1 13,0,42.5,NO,1 14,0,42.5,NO,1 15,0,42.5,NO,1 16,0,42.5,NO,1 17,0,42.5,NO,1 18,0,42.5,NO,1 19,0,42.5,NO,1 20,0,42.5,NO,1 21,0,42.5,NO,1 22,0,42.5,NO,1 23,0,42.5,NO,1 24,0,42.5,NO,1 25,0,42.5,NO,1 26,0,42.5,NO,1 27,0,42.5,NO,1 28,0,42.5,NO,1 29,0,42.5,NO,1 30,0,42.5,NO,1 31,0,42.5,NO,1 32,0,42.5,NO,1 33,0,42.5,NO,1 34,0,42.5,NO,1 35,0,42.5,NO,1 36,0,42.5,NO,1 37,0,42.5,NO,1 38,0,42.5,NO,1 39,0,42.5,NO,1 40,0,42.5,NO,1 41,0,42.5,NO,1 42,0,42.5,NO,1 43,0,42.5,NO,1 44,0,42.5,NO,1 45,0,42.5,NO,1 46,0,42.5,NO,1 47,0,42.5,NO,1 48,0,42.5,NO,1 49,0,42.5,NO,1 50,0,42.5,NO,1 51,0,42.5,NO,1 52,0,42.5,NO,1 53,0,42.5,NO,1 54,0,42.5,NO,1 55,0,42.5,NO,1 56,0,42.5,NO,1 57,0,42.5,NO,1 58,0,42.5,NO,1 59,0,42.5,NO,1 60,0,42.5,NO,1 61,0,42.5,NO,1 62,0,42.5,NO,1 63,0,42.5,NO,1 64,0,42.5,NO,1 65,0,42.5,NO,1 66,0,42.5,NO,1 67,0,42.5,NO,1 68,0,42.5,NO,1 69,0,42.5,NO,1 70,0,42.5,NO,1 71,0,42.5,NO,1 72,0,42.5,NO,1 73,0,42.5,NO,1 74,0,42.5,NO,1 75,0,42.5,NO,1 76,0,42.5,NO,1 77,0,42.5,NO,1 78,0,42.5,NO,1 79,0,42.5,NO,1 80,0,42.5,NO,1
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