36米跨度梯形钢屋架内力系数(左半跨)
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左半跨
内力计算
杆端内力值 ( 乘子 = 1)
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杆端 1 杆端 2
---------------------------------------- ------------------------------------------ 单元码轴力剪力弯矩轴力剪力弯矩
-----------------------------------------------------------------------------------------------
1 5.93023256 0.00000000 0.00000000 5.93023256 0.00000000 0.00000000
2 13.7755102 0.00000000 0.00000000 13.7755102 0.00000000 0.00000000
3 17.7272727 0.00000000 0.00000000 17.7272727 0.00000000 0.00000000
4 18.9344262 0.00000000 0.00000000 18.9344262 0.00000000 0.00000000
5 18.1343283 0.00000000 0.00000000 18.1343283 0.00000000 0.00000000
6 15.8219178 0.00000000 0.00000000 15.8219178 0.00000000 0.00000000
7 13.5616438 0.00000000 0.00000000 13.5616438 0.00000000 0.00000000
8 12.0895522 0.00000000 0.00000000 12.0895522 0.00000000 0.00000000
9 10.3278688 0.00000000 0.00000000 10.3278688 0.00000000 0.00000000
10 8.18181818 0.00000000 0.00000000 8.18181818 0.00000000 0.00000000
11 5.51020408 0.00000000 0.00000000 5.51020408 0.00000000 0.00000000
12 2.09302326 0.00000000 0.00000000 2.09302326 0.00000000 0.00000000
13 -0.50000000 0.00000000 0.00000000 -0.50000000 0.00000000 0.00000000
14 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000
15 -10.4868267 0.00000000 0.00000000 -10.4868267 0.00000000 0.00000000
16 -10.4868267 0.00000000 0.00000000 -10.4868267 0.00000000 0.00000000
17 -16.2344144 0.00000000 0.00000000 -16.2344144 0.00000000 0.00000000
18 -16.2344144 0.00000000 0.00000000 -16.2344144 0.00000000 0.00000000
19 -18.7135615 0.00000000 0.00000000 -18.7135615 0.00000000 0.00000000
20 -18.7135615 0.00000000 0.00000000 -18.7135615 0.00000000 0.00000000
21 -18.8435167 0.00000000 0.00000000 -18.8435167 0.00000000 0.00000000
22 -18.8435167 0.00000000 0.00000000 -18.8435167 0.00000000 0.00000000
23 -17.2283582 0.00000000 0.00000000 -17.2283582 0.00000000 0.00000000
24 -17.2283582 0.00000000 0.00000000 -17.2283582 0.00000000 0.00000000
25 -14.2814022 0.00000000 0.00000000 -14.2814022 0.00000000 0.00000000
26 -14.2814022 0.00000000 0.00000000 -14.2814022 0.00000000 0.00000000
27 -12.9212686 0.00000000 0.00000000 -12.9212686 0.00000000 0.00000000
28 -12.9212686 0.00000000 0.00000000 -12.9212686 0.00000000 0.00000000
29 -11.3061100 0.00000000 0.00000000 -11.3061100 0.00000000 0.00000000
30 -11.3061100 0.00000000 0.00000000 -11.3061100 0.00000000 0.00000000
31 -9.35678075 0.00000000 0.00000000 -9.35678075 0.00000000 0.00000000
32 -9.35678075 0.00000000 0.00000000 -9.35678075 0.00000000 0.00000000
33 -6.95760620 0.00000000 0.00000000 -6.95760620 0.00000000 0.00000000
34 -6.95760620 0.00000000 0.00000000 -6.95760620 0.00000000 0.00000000
35 -3.93256003 0.00000000 0.00000000 -3.93256003 0.00000000 0.00000000
36 -3.93256003 0.00000000 0.00000000 -3.93256003 0.00000000 0.00000000
37 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000
38 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000 0.00000000
39 -10.3642490 0.00000000 0.00000000 -10.3642490 0.00000000 0.00000000
40 7.87258815 0.00000000 0.00000000 7.87258815 0.00000000 0.00000000
41 -1.00000000 0.00000000 0.00000000 -1.00000000 0.00000000 0.00000000
42 -6.39797549 0.00000000 0.00000000 -6.39797549 0.00000000 0.00000000
43 4.55485659 0.00000000 0.00000000 4.55485659 0.00000000 0.00000000
44 -1.00000000 0.00000000 0.00000000 -1.00000000 0.00000000 0.00000000
45 -3.28582974 0.00000000 0.00000000 -3.28582974 0.00000000 0.00000000