建筑土木]24米屋架钢结构课程设计

建筑土木]24米屋架钢结构课程设计内容摘要：

******************* * * * quankua * * * ******************************************************************* 49 26 3 1 1 2 1 10E8 2 3 1 10E8 3 4 1 10E8 4 5 1 10E8 5 6 1 10E8 6 7 1 10E8 7 8 1 10E8 8 9 1 10E8 9 10 1 10E8 10 11 1 10E8 19 / 40 11 12 1 10E8 12 13 1 10E8 13 14 1 10E8 14 15 1 10E8 15 16 1 10E8 16 17 1 10E8 18 1 1 10E8 18 2 1 10E8 19 2 1 10E8 19 3 1 10E8 19 4 1 10E8 20 4 1 10E8 20 5 1 10E8 20 6 1 10E8 21 6 1 10E8 21 7 1 10E8 21 8 1 10E8 22 8 1 10E8 22 9 1 10E8 22 10 1 10E8 23 10 1 10E8 23 11 1 10E8 23 12 1 10E8 24 12 1 10E8 24 13 1 10E8 24 14 1 10E8 25 14 1 10E8 25 15 1 10E8 25 16 1 10E8 26 16 1 10E8 26 17 1 10E8 18 19 1 10E8 19 20 1 10E8 20 21 1 10E8 21 22 1 10E8 22 23 1 10E8 23 24 1 10E8 24 25 1 10E8 25 26 1 10E8 0 1900 1350 2035 2850 2185 4350 2335 5850 2485 20 / 40 7350 2635 8850 2785 10350 2935 11850 3085 13350 2935 14850 2785 16350 2635 17850 2485 19350 2335 20850 2185 22350 2035 23700 1900 0 0 2850 0 5850 0 8850 0 11850 0 14850 0 17850 0 20850 0 23700 0 181 0 182 0 262 0 17 1 0 0 2 0 1 0 3 0 1 0 4 0 1 0 5 0 1 0 6 0 1 0 7 0 1 0 8 0 1 0 9 0 1 0 10 0 1 0 11 0 1 0 12 0 1 0 13 0 1 0 14 0 1 0 15 0 1 0 16 0 1 0 17 0 0 0 全跨输出数据： 21 / 40 ******************************************************************* * * * quankua * * * ******************************************************************* The Input Data The General Information E NM NJ NS NLC +11 49 26 3 1 The Information of Members member start end A I 1 1 2 +00 2 2 3 +00 3 3 4 +00 4 4 5 +00 5 5 6 +00 6 6 7 +00 7 7 8 +00 8 8 9 +00 9 9 10 +00 10 10 11 +00 11 11 12 +00 12 12 13 +00 13 13 14 +00 14 14 15 +00 15 15 16 +00 16 16 17 +00 17 18 1 +00 18 18 2 +00 19 19 2 +00 20 19 3 +00 21 19 4 +00 22 20 4 +00 23 20 5 +00 24 20 6 +00 25 21 6 +00 26 21 7 +00 27 21 8 +00 28 22 8 +00 22 / 40 29 22 9 +00 30 22 10 +00 31 23 10 +00 32 23 11 +00 33 23 12 +00 34 24 12 +00 35 24 13 +00 36 24 14 +00 37 25 14 +00 38 25 15 +00 39 25 16 +00 40 26 16 +00 41 26 17 +00 42 18 19 +00 43 19 20 +00 44 20 21 +00 45 21 22 +00 46 22 23 +00 47 23 24 +00 48 24 25 +00 49 25 26 +00 The Joint Coordinates joint X Y 1 .000000 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 .000000 .000000 19 .000000 23 / 40 20 .000000 21 .000000 22 .000000 23 .000000 24 .000000 25 .000000 26 .000000 The Information of Supports IS VS 181 .000000 182 .000000 262 .000000 ( NA= 1425 ) ( NW= 3962 ) Loading Case 1 The Loadings at Joints NLJ= 17 ILJ PX PY PM 1 .0000 .00000 2 .0000 .00000 3 .0000 .00000 4 .0000 .00000 5 .0000 .00000 6 .0000 .00000 7 .0000 .00000 8 .0000 .00000 9 .0000 .00000 10 .0000 .00000 11 .0000 .00000 12 .00。