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1、利用结构力学求解器计算挠度1.计算截图2. 编辑器文件结点,1,0,0结点,2,2850,0结点,3,5850,0结点,4,8850,0结点,5,11850,0结点,6,14850,0结点,7,17850,0结点,8,20850,0结点,9,23850,0结点,10,26850,0结点,11,29700,0结点,12,29700,2000结点,13,26850,2298结点,14,23850,2596结点,15,20850,2894结点,16,17850,3192结点,17,14850,3490结点,18,11850,3192结点,19,8850,2894结点,20,5850,2596结点,2
2、1,2850,2298结点,22,0,2000单元,1,2,1,1,1,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,1单元,5,6,1,1,1,1,1,1单元,6,7,1,1,1,1,1,1单元,7,8,1,1,1,1,1,1单元,8,9,1,1,1,1,1,1单元,9,10,1,1,1,1,1,1单元,10,11,1,1,1,1,1,1单元,11,12,1,1,1,1,1,1单元,12,13,1,1,1,1,1,1单元,13,14,1,1,1,1,1,1单元,14,15,1,1,1,1,1,1单元,15,16,1,1,1
3、,1,1,1单元,16,17,1,1,1,1,1,1单元,17,18,1,1,1,1,1,1单元,18,19,1,1,1,1,1,1单元,19,20,1,1,1,1,1,1单元,20,21,1,1,1,1,1,1单元,21,22,1,1,1,1,1,1单元,22,1,1,1,1,1,1,1单元,21,2,1,1,1,1,1,1单元,20,3,1,1,1,1,1,1单元,19,4,1,1,1,1,1,1单元,18,5,1,1,1,1,1,1单元,17,6,1,1,1,1,1,1单元,16,7,1,1,1,1,1,1单元,15,8,1,1,1,1,1,1单元,14,9,1,1,1,1,1,1单元,
4、13,10,1,1,1,1,1,1单元,22,2,1,1,1,1,1,1单元,21,3,1,1,1,1,1,1单元,20,4,1,1,1,1,1,1单元,19,5,1,1,1,1,1,1单元,18,6,1,1,1,1,1,1单元,16,6,1,1,1,1,1,1单元,15,7,1,1,1,1,1,1单元,14,8,1,1,1,1,1,1单元,13,9,1,1,1,1,1,1单元,12,10,1,1,1,1,1,1结点支承,1,6,0,0,0,0结点支承,11,6,0,0,0,0结点荷载,22,1,12.6,-90结点荷载,21,1,12.6,-90结点荷载,20,1,12.6,-90结点荷载,
5、19,1,12.6,-90结点荷载,18,1,12.6,-90结点荷载,17,1,12.6,-90结点荷载,16,1,12.6,-90结点荷载,15,1,12.6,-90结点荷载,14,1,12.6,-90结点荷载,13,1,12.6,-90结点荷载,12,1,12.6,-90单元材料性质,1,10,218440,40.12,0,0,-1单元材料性质,12,21,741234,855.7,0,0,-1单元材料性质,22,26,458810,207.26,0,0,-1单元材料性质,28,31,458810,207.26,0,0,-1单元材料性质,11,11,458810,207.26,0,0,-
6、1单元材料性质,32,34,167700,19.91,0,0,-1单元材料性质,35,37,475520,178.02,0,0,-1单元材料性质,38,41,167700,19.91,0,0,-1单元材料性质,27,27,218440,40.12,0,0,-13.结果输出文件位移计算杆端位移值 ( 乘子 = 1)- 杆端 1 杆端 2 - - 单元码 u -水平位移 v -竖直位移 -转角 u -水平位移 v -竖直位移 -转角- 1 0.00000000 0.00000000 0.00000000 -1.20501685 -6.08471594 -0.00103105 2 -1.205016
7、85 -6.08471594 -0.00103105 -1.50770061 -11.6465279 -0.00105800 3 -1.50770061 -11.6465279 -0.00105800 -1.22133202 -15.5316507 -0.00078576 4 -1.22133202 -15.5316507 -0.00078576 -0.64660592 -17.3814375 -0.00041197 5 -0.64660592 -17.3814375 -0.00041197 0.00000000 -17.8059672 -0.00000813 6 0.00000000 -17
8、.8059672 -0.00000813 0.64660592 -17.4029294 0.00041350 7 0.64660592 -17.4029294 0.00041350 1.22133202 -15.4218340 0.00076662 8 1.22133202 -15.4218340 0.00076662 1.50770061 -11.5739371 0.00105012 9 1.50770061 -11.5739371 0.00105012 1.20501685 -6.04935122 0.00101661 10 1.20501685 -6.04935122 0.0010166
9、1 0.00000000 0.00000000 0.00000000 11 0.00000000 0.00000000 0.00000000 -0.64922125 -0.30208583 0.00173174 12 -0.64922125 -0.30208583 0.00173174 -1.00118519 -6.29651236 0.00196193 13 -1.00118519 -6.29651236 0.00196193 -1.07887826 -11.7598312 0.00148784 14 -1.07887826 -11.7598312 0.00148784 -0.9027852
10、4 -15.5364357 0.00092603 15 -0.90278524 -15.5364357 0.00092603 -0.51894658 -17.4380551 0.00026171 16 -0.51894658 -17.4380551 0.00026171 0.01250112 -17.5852826 -0.00000982 17 0.01250112 -17.5852826 -0.00000982 0.54181395 -17.4165632 -0.00024325 18 0.54181395 -17.4165632 -0.00024325 0.93869594 -15.646
11、2525 -0.00089018 19 0.93869594 -15.6462525 -0.00089018 1.11109117 -11.8324219 -0.00151168 20 1.11109117 -11.8324219 -0.00151168 1.02970031 -6.33187707 -0.00197124 21 1.02970031 -6.33187707 -0.00197124 0.67403859 -0.30208583 -0.00174685 22 0.67403859 -0.30208583 -0.00174685 0.00000000 0.00000000 0.00
12、000000 23 1.02970031 -6.33187707 -0.00197124 -1.20501685 -6.08471594 -0.00103105 24 1.11109117 -11.8324219 -0.00151168 -1.50770061 -11.6465279 -0.00105800 25 0.93869594 -15.6462525 -0.00089018 -1.22133202 -15.5316507 -0.00078576 26 0.54181395 -17.4165632 -0.00024325 -0.64660592 -17.3814375 -0.00041197 27 0.01250112 -17.5852826 -0.00000982 0.00000000 -17.8059672 -0.00000813 28 -0.51894658 -17.4380551 0.00026171 0.64660592 -17.4029294 0.00041350 29 -0.90278524 -15.5364357 0.00092603 1.22133202 -15.4218340 0.
