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这是位于江西上饶某地24米宽的粮食储备库，使用了拱形波纹钢锅盖的之后按图纸要求所出的一份计算书，以满足设计院的计算要求。
本份计算书的出具时间为2017年11月1日，下面由杰达钢构技术员吴仕宽分享一下该拱形波纹钢屋盖计算书的详细内容。下面是24m跨详细工程计算书设计主要依据:
1、《建筑结构荷载规范》(GB 50009-2001);
2、《建筑抗震设计规范》(GB 50011-2001);
3、《钢结构设计规范》(GBJ 17-88);
4、《冷弯薄壁型钢结构技术规范》(GBJ 17-87);
5、《拱型波纹钢屋盖结构技术规程》(CECS:XXXXX);
工程概况
本工程共有 1 跨
考虑的荷载类型有：恒荷；全跨雪/活荷；左风荷；右风荷；右半跨雪荷；左半跨雪荷；
基本雪压：0.60kN/m^2；活荷载：0.30kN/m^2；基本风压：0.35kN/m^2；地面粗糙度类别：B
第 1 跨结构参数
跨度： 24m；拱高： 4.8m；檐口高： 7.8m；板厚： 1.3mm；板型：TC6118
板材：Q345Z；设计强度： 295MPa；支座：铰支
恒荷载： .203kN/m^2
计算结果
结构: 1
工况：1.2恒载
-------------
最大应力比为:0.04
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 4.950 -0.197 0.003 -4.877 0.275 -0.110
02 4.883 -0.152 0.110 -4.811 0.232 -0.198
03 4.816 -0.110 0.198 -4.747 0.192 -0.267
04 4.750 -0.072 0.267 -4.683 0.156 -0.319
05 4.686 -0.037 0.319 -4.621 0.123 -0.355
06 4.623 -0.006 0.355 -4.560 0.093 -0.378
07 4.561 0.023 0.378 -4.501 0.066 -0.388
08 4.501 0.048 0.388 -4.443 0.043 -0.387
09 4.442 0.070 0.387 -4.387 0.022 -0.376
10 4.386 0.089 0.376 -4.332 0.004 -0.356
11 4.331 0.106 0.357 -4.280 -0.011 -0.330
12 4.278 0.120 0.330 -4.230 -0.024 -0.297
13 4.228 0.131 0.297 -4.182 -0.034 -0.259
14 4.179 0.140 0.259 -4.136 -0.042 -0.218
15 4.133 0.147 0.218 -4.092 -0.048 -0.174
16 4.090 0.152 0.174 -4.051 -0.051 -0.127
17 4.048 0.154 0.127 -4.012 -0.053 -0.080
18 4.010 0.155 0.080 -3.976 -0.052 -0.033
19 3.974 0.153 0.033 -3.943 -0.050 0.013
20 3.940 0.150 -0.013 -3.912 -0.047 0.058
21 3.909 0.146 -0.058 -3.884 -0.042 0.101
22 3.881 0.140 -0.101 -3.858 -0.035 0.140
23 3.856 0.133 -0.140 -3.836 -0.027 0.177
24 3.834 0.125 -0.177 -3.816 -0.019 0.209
25 3.815 0.115 -0.209 -3.800 -0.009 0.238
26 3.798 0.105 -0.238 -3.786 0.001 0.261
27 3.785 0.095 -0.261 -3.775 0.012 0.280
28 3.774 0.083 -0.280 -3.768 0.024 0.294
29 3.767 0.072 -0.294 -3.763 0.036 0.302
30 3.763 0.060 -0.302 -3.761 0.048 0.305
31 3.761 0.048 -0.305 -3.763 0.060 0.302
32 3.763 0.036 -0.302 -3.767 0.072 0.294
33 3.768 0.024 -0.294 -3.774 0.083 0.280
34 3.775 0.012 -0.280 -3.785 0.095 0.261
35 3.786 0.001 -0.261 -3.798 0.105 0.238
36 3.800 -0.009 -0.238 -3.815 0.115 0.209
37 3.816 -0.019 -0.209 -3.834 0.125 0.177
38 3.836 -0.027 -0.177 -3.856 0.133 0.140
39 3.858 -0.035 -0.140 -3.881 0.140 0.101
40 3.884 -0.042 -0.101 -3.909 0.146 0.058
41 3.912 -0.047 -0.058 -3.940 0.150 0.013
42 3.943 -0.050 -0.013 -3.974 0.153 -0.033
43 3.976 -0.052 0.033 -4.010 0.155 -0.080
44 4.012 -0.053 0.080 -4.048 0.154 -0.127
45 4.051 -0.051 0.127 -4.090 0.152 -0.174
46 4.092 -0.048 0.174 -4.133 0.147 -0.218
47 4.136 -0.042 0.218 -4.179 0.140 -0.259
48 4.182 -0.034 0.259 -4.228 0.131 -0.297
49 4.230 -0.024 0.297 -4.278 0.120 -0.330
50 4.280 -0.011 0.330 -4.331 0.106 -0.357
51 4.332 0.004 0.356 -4.386 0.089 -0.376
52 4.387 0.022 0.376 -4.442 0.070 -0.387
53 4.443 0.043 0.387 -4.501 0.048 -0.388
54 4.501 0.066 0.388 -4.561 0.023 -0.378
55 4.560 0.093 0.378 -4.623 -0.006 -0.355
56 4.621 0.123 0.355 -4.686 -0.037 -0.319
57 4.683 0.156 0.319 -4.750 -0.072 -0.267
58 4.747 0.192 0.267 -4.816 -0.110 -0.198
59 4.811 0.232 0.198 -4.883 -0.152 -0.110
60 4.877 0.275 0.110 -4.950 -0.197 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 0.0009
02 -0.282 0.290 0.0009
03 -0.545 0.574 0.0008
04 -0.778 0.838 0.0008
05 -0.975 1.073 0.0006
06 -1.134 1.268 0.0005
07 -1.251 1.418 0.0004
08 -1.328 1.517 0.0002
09 -1.366 1.560 0.0001
10 -1.368 1.548 -0.0001
11 -1.338 1.479 -0.0002
12 -1.280 1.355 -0.0004
13 -1.199 1.178 -0.0005
14 -1.100 0.953 -0.0006
15 -0.989 0.685 -0.0007
16 -0.871 0.379 -0.0008
17 -0.749 0.043 -0.0008
18 -0.629 -0.317 -0.0009
19 -0.513 -0.693 -0.0009
20 -0.406 -1.076 -0.0009
21 -0.309 -1.459 -0.0009
22 -0.224 -1.834 -0.0009
23 -0.152 -2.193 -0.0008
24 -0.095 -2.529 -0.0007
25 -0.051 -2.835 -0.0007
26 -0.020 -3.105 -0.0006
27 -0.001 -3.333 -0.0005
28 0.008 -3.516 -0.0004
29 0.010 -3.649 -0.0002
30 0.006 -3.730 -0.0001
31 0.000 -3.757 0.000
32 -0.007 -3.730 0.0001
33 -0.011 -3.649 0.0002
34 -0.009 -3.516 0.0004
35 0.000 -3.333 0.0005
36 0.019 -3.105 0.0006
37 0.050 -2.835 0.0007
38 0.094 -2.529 0.0007
39 0.151 -2.193 0.0008
40 0.223 -1.834 0.0009
41 0.308 -1.459 0.0009
42 0.405 -1.076 0.0009
43 0.512 -0.693 0.0009
44 0.628 -0.317 0.0009
45 0.748 0.043 0.0008
46 0.870 0.379 0.0008
47 0.988 0.685 0.0007
48 1.099 0.953 0.0006
49 1.198 1.178 0.0005
50 1.279 1.355 0.0004
51 1.337 1.479 0.0002
52 1.367 1.548 0.0001
53 1.365 1.560 -0.0001
54 1.327 1.517 -0.0002
55 1.250 1.418 -0.0004
56 1.133 1.268 -0.0005
57 0.974 1.073 -0.0006
58 0.777 0.838 -0.0008
59 0.544 0.574 -0.0008
60 0.281 0.290 -0.0009
61 0.000 0.000 -0.0009
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-3.762 -3.224 -0.003 3.762 -3.224 0.003
工况：1.2恒荷载+1.4活/雪荷载
---------------------------
最大应力比为:0.24
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 22.311 -1.389 0.003 -22.238 1.468 -0.637
02 22.068 -1.130 0.637 -21.997 1.211 -1.156
03 21.822 -0.889 1.156 -21.753 0.972 -1.569
04 21.574 -0.667 1.569 -21.507 0.751 -1.884
05 21.325 -0.462 1.884 -21.260 0.548 -2.108
06 21.076 -0.276 2.108 -21.013 0.363 -2.249
07 20.828 -0.107 2.250 -20.768 0.196 -2.317
08 20.582 0.045 2.317 -20.524 0.046 -2.317
09 20.339 0.179 2.317 -20.283 -0.087 -2.258
10 20.100 0.297 2.258 -20.047 -0.203 -2.147
11 19.866 0.398 2.147 -19.815 -0.304 -1.991
12 19.637 0.484 1.991 -19.589 -0.388 -1.798
13 19.415 0.554 1.798 -19.369 -0.457 -1.574
14 19.201 0.610 1.574 -19.157 -0.512 -1.325
15 18.994 0.651 1.325 -18.953 -0.552 -1.058
16 18.797 0.679 1.058 -18.758 -0.579 -0.779
17 18.609 0.694 0.779 -18.573 -0.593 -0.494
18 18.432 0.697 0.494 -18.398 -0.595 -0.207
19 18.265 0.689 0.207 -18.234 -0.586 0.076
20 18.111 0.670 -0.076 -18.082 -0.567 0.350
21 17.968 0.642 -0.350 -17.942 -0.537 0.612
22 17.838 0.604 -0.612 -17.815 -0.499 0.856
23 17.721 0.559 -0.856 -17.701 -0.453 1.081
24 17.617 0.506 -1.081 -17.600 -0.400 1.282
25 17.528 0.447 -1.282 -17.513 -0.341 1.456
26 17.453 0.383 -1.456 -17.440 -0.276 1.603
27 17.392 0.314 -1.603 -17.382 -0.207 1.718
28 17.346 0.242 -1.718 -17.339 -0.135 1.802
29 17.314 0.168 -1.802 -17.310 -0.061 1.853
30 17.298 0.092 -1.853 -17.297 0.015 1.870
31 17.297 0.015 -1.870 -17.298 0.092 1.853
32 17.310 -0.061 -1.853 -17.314 0.168 1.802
33 17.339 -0.135 -1.802 -17.346 0.242 1.718
34 17.382 -0.207 -1.718 -17.392 0.314 1.603
35 17.440 -0.276 -1.603 -17.453 0.383 1.456
36 17.513 -0.341 -1.456 -17.528 0.447 1.282
37 17.600 -0.400 -1.282 -17.617 0.506 1.081
38 17.701 -0.453 -1.081 -17.721 0.559 0.856
39 17.815 -0.499 -0.856 -17.838 0.604 0.612
40 17.942 -0.537 -0.612 -17.968 0.642 0.350
41 18.082 -0.567 -0.350 -18.111 0.670 0.076
42 18.234 -0.586 -0.076 -18.265 0.689 -0.207
43 18.398 -0.595 0.207 -18.432 0.697 -0.494
44 18.573 -0.593 0.494 -18.609 0.694 -0.779
45 18.758 -0.579 0.779 -18.797 0.679 -1.058
46 18.953 -0.552 1.058 -18.994 0.651 -1.325
47 19.157 -0.512 1.325 -19.201 0.610 -1.574
48 19.369 -0.457 1.574 -19.415 0.554 -1.798
49 19.589 -0.388 1.798 -19.637 0.484 -1.991
50 19.815 -0.304 1.991 -19.866 0.398 -2.147
51 20.047 -0.203 2.147 -20.100 0.297 -2.258
52 20.283 -0.087 2.258 -20.339 0.179 -2.317
53 20.524 0.046 2.317 -20.582 0.045 -2.317
54 20.768 0.196 2.317 -20.828 -0.107 -2.250
55 21.013 0.363 2.249 -21.076 -0.276 -2.108
56 21.260 0.548 2.108 -21.325 -0.462 -1.884
57 21.507 0.751 1.884 -21.574 -0.667 -1.569
58 21.753 0.972 1.569 -21.822 -0.889 -1.156
59 21.997 1.211 1.156 -22.068 -1.130 -0.637
60 22.238 1.468 0.637 -22.311 -1.389 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 0.0058
02 -1.753 1.827 0.0056
03 -3.384 3.615 0.0053
04 -4.838 5.287 0.0047
05 -6.074 6.777 0.004
06 -7.069 8.030 0.0032
07 -7.813 9.002 0.0023
08 -8.304 9.658 0.0014
09 -8.554 9.978 0.0004
10 -8.580 9.949 -0.0005
11 -8.405 9.569 -0.0014
12 -8.056 8.846 -0.0022
13 -7.564 7.796 -0.003
14 -6.959 6.442 -0.0037
15 -6.274 4.815 -0.0043
16 -5.539 2.952 -0.0048
17 -4.783 0.894 -0.0051
18 -4.032 -1.314 -0.0054
19 -3.309 -3.624 -0.0055
20 -2.634 -5.988 -0.0056
21 -2.023 -8.354 -0.0055
22 -1.487 -10.672 -0.0053
23 -1.033 -12.896 -0.005
24 -0.665 -14.979 -0.0046
25 -0.382 -16.878 -0.0041
26 -0.179 -18.555 -0.0035
27 -0.048 -19.975 -0.0029
28 0.021 -21.111 -0.0022
29 0.042 -21.938 -0.0015
30 0.029 -22.442 -0.0008
31 0.000 -22.611 0.000
32 -0.030 -22.442 0.0008
33 -0.043 -21.938 0.0015
34 -0.022 -21.111 0.0022
35 0.047 -19.975 0.0029
36 0.178 -18.555 0.0035
37 0.381 -16.878 0.0041
38 0.664 -14.979 0.0046
39 1.032 -12.896 0.005
40 1.486 -10.672 0.0053
41 2.022 -8.354 0.0055
42 2.633 -5.988 0.0056
43 3.308 -3.624 0.0055
44 4.031 -1.314 0.0054
45 4.782 0.894 0.0051
46 5.538 2.952 0.0048
47 6.273 4.815 0.0043
48 6.958 6.442 0.0037
49 7.563 7.796 0.003
50 8.055 8.846 0.0022
51 8.404 9.569 0.0014
52 8.579 9.949 0.0005
53 8.553 9.978 -0.0004
54 8.303 9.658 -0.0014
55 7.812 9.002 -0.0023
56 7.068 8.030 -0.0032
57 6.073 6.777 -0.004
58 4.837 5.287 -0.0047
59 3.383 3.615 -0.0053
60 1.752 1.827 -0.0056
61 0.000 0.000 -0.0058
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-17.295 -14.256 -0.003 17.295 -14.312 0.003
工况：1.0恒荷载+1.4左风荷载
--------------------------
最大应力比为:0.21
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 -1.333 1.146 0.002 1.394 -1.080 0.486
02 -1.421 1.044 -0.486 1.480 -0.977 0.931
03 -1.504 0.939 -0.931 1.562 -0.871 1.328
04 -1.583 0.831 -1.328 1.639 -0.761 1.679
05 -1.658 0.719 -1.678 1.712 -0.647 1.979
06 -1.728 0.604 -1.979 1.780 -0.531 2.229
07 -1.793 0.486 -2.229 1.843 -0.411 2.427
08 -1.853 0.365 -2.427 1.901 -0.289 2.571
09 -1.908 0.241 -2.571 1.955 -0.164 2.661
10 -1.958 0.115 -2.660 2.003 -0.037 2.694
11 -2.003 -0.014 -2.694 2.045 0.093 2.671
12 -2.042 -0.145 -2.671 2.083 0.224 2.591
13 -2.077 -0.277 -2.590 2.115 0.358 2.451
14 -2.105 -0.412 -2.451 2.142 0.493 2.252
15 -2.128 -0.548 -2.252 2.163 0.630 1.993
16 -2.146 -0.685 -1.993 2.178 0.596 1.711
17 -2.162 -0.651 -1.711 2.193 0.562 1.445
18 -2.178 -0.617 -1.445 2.206 0.529 1.193
19 -2.191 -0.585 -1.193 2.217 0.498 0.955
20 -2.204 -0.554 -0.955 2.227 0.467 0.730
21 -2.215 -0.524 -0.730 2.236 0.438 0.519
22 -2.224 -0.494 -0.519 2.244 0.409 0.320
23 -2.232 -0.466 -0.320 2.249 0.380 0.134
24 -2.239 -0.437 -0.134 2.254 0.353 -0.039
25 -2.244 -0.410 0.039 2.256 0.325 -0.201
26 -2.247 -0.383 0.201 2.258 0.299 -0.351
27 -2.249 -0.356 0.351 2.257 0.272 -0.489
28 -2.250 -0.329 0.489 2.255 0.245 -0.615
29 -2.248 -0.303 0.615 2.252 0.219 -0.730
30 -2.246 -0.276 0.730 2.247 0.193 -0.834
31 -2.241 -0.249 0.834 2.240 0.166 -0.926
32 -2.235 -0.223 0.926 2.232 0.139 -1.006
33 -2.227 -0.196 1.006 2.222 0.112 -1.074
34 -2.218 -0.169 1.074 2.210 0.085 -1.130
35 -2.207 -0.141 1.130 2.197 0.057 -1.174
36 -2.195 -0.112 1.174 2.183 0.028 -1.206
37 -2.181 -0.083 1.206 2.166 -0.001 -1.225
38 -2.166 -0.054 1.225 2.149 -0.031 -1.230
39 -2.149 -0.023 1.230 2.130 -0.062 -1.222
40 -2.131 0.008 1.222 2.109 -0.094 -1.200
41 -2.111 0.041 1.200 2.087 -0.128 -1.164
42 -2.090 0.075 1.164 2.064 -0.162 -1.113
43 -2.068 0.109 1.113 2.040 -0.197 -1.046
44 -2.044 0.145 1.046 2.014 -0.234 -0.963
45 -2.019 0.183 0.963 1.987 -0.272 -0.864
46 -1.993 0.222 0.864 1.959 -0.247 -0.761
47 -1.965 0.198 0.761 1.928 -0.224 -0.669
48 -1.933 0.175 0.669 1.895 -0.202 -0.587
49 -1.899 0.154 0.587 1.859 -0.182 -0.513
50 -1.863 0.135 0.513 1.820 -0.164 -0.447
51 -1.824 0.118 0.447 1.780 -0.149 -0.389
52 -1.783 0.103 0.389 1.736 -0.135 -0.336
53 -1.739 0.091 0.336 1.691 -0.124 -0.289
54 -1.693 0.081 0.289 1.643 -0.115 -0.246
55 -1.645 0.073 0.246 1.593 -0.108 -0.205
56 -1.596 0.068 0.205 1.542 -0.105 -0.166
57 -1.544 0.065 0.166 1.488 -0.104 -0.128
58 -1.490 0.066 0.128 1.433 -0.105 -0.089
59 -1.435 0.069 0.089 1.376 -0.110 -0.047
60 -1.378 0.075 0.047 1.317 -0.117 -0.002
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 -0.0097
02 2.891 -3.111 -0.0096
03 5.644 -6.227 -0.0093
04 8.210 -9.284 -0.0088
05 10.547 -12.216 -0.0082
06 12.626 -14.963 -0.0074
07 14.425 -17.470 -0.0065
08 15.933 -19.687 -0.0056
09 17.147 -21.571 -0.0046
10 18.071 -23.086 -0.0035
11 18.716 -24.206 -0.0024
12 19.101 -24.911 -0.0013
13 19.248 -25.194 -0.0002
14 19.187 -25.057 0.0009
15 18.949 -24.512 0.0018
16 18.569 -23.585 0.0027
17 18.082 -22.311 0.0035
18 17.524 -20.733 0.0041
19 16.924 -18.892 0.0046
20 16.309 -16.829 0.0051
21 15.700 -14.585 0.0054
22 15.118 -12.197 0.0057
23 14.576 -9.705 0.0059
24 14.087 -7.143 0.0059
25 13.659 -4.546 0.006
26 13.298 -1.948 0.0059
27 13.008 0.622 0.0058
28 12.788 3.133 0.0056
29 12.638 5.560 0.0054
30 12.554 7.877 0.0051
31 12.531 10.061 0.0048
32 12.561 12.093 0.0044
33 12.636 13.955 0.004
34 12.746 15.630 0.0036
35 12.882 17.108 0.0031
36 13.031 18.376 0.0027
37 13.183 19.429 0.0022
38 13.325 20.261 0.0017
39 13.447 20.870 0.0012
40 13.536 21.257 0.0006
41 13.581 21.426 0.0001
42 13.574 21.384 -0.0003
43 13.504 21.139 -0.0008
44 13.366 20.705 -0.0013
45 13.152 20.096 -0.0017
46 12.861 19.330 -0.002
47 12.491 18.427 -0.0024
48 12.041 17.408 -0.0027
49 11.514 16.292 -0.0029
50 10.911 15.095 -0.0031
51 10.234 13.833 -0.0033
52 9.486 12.519 -0.0035
53 8.668 11.164 -0.0037
54 7.783 9.781 -0.0038
55 6.835 8.378 -0.0039
56 5.826 6.965 -0.004
57 4.760 5.548 -0.0041
58 3.640 4.137 -0.0041
59 2.471 2.737 -0.0042
60 1.255 1.356 -0.0042
61 0.000 0.000 -0.0042
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
1.756 0.067 -0.002 -0.885 0.982 0.002
工况：1.2恒荷载+1.26（左风荷载+活/雪荷载）
----------------------------------------
最大应力比为:0.22
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 15.663 -0.092 0.003 -15.589 0.170 -0.115
02 15.409 0.021 0.115 -15.338 0.059 -0.168
03 15.155 0.116 0.168 -15.086 -0.034 -0.170
04 14.904 0.194 0.171 -14.837 -0.110 -0.130
05 14.654 0.255 0.130 -14.590 -0.169 -0.056
06 14.409 0.299 0.056 -14.346 -0.211 0.044
07 14.167 0.326 -0.044 -14.107 -0.237 0.163
08 13.931 0.337 -0.163 -13.873 -0.247 0.291
09 13.700 0.332 -0.291 -13.645 -0.240 0.423
10 13.477 0.312 -0.423 -13.424 -0.219 0.549
11 13.261 0.277 -0.549 -13.210 -0.182 0.664
12 13.054 0.227 -0.664 -13.006 -0.131 0.760
13 12.857 0.164 -0.760 -12.811 -0.067 0.830
14 12.669 0.087 -0.830 -12.626 0.011 0.868
15 12.493 -0.002 -0.868 -12.451 0.102 0.868
16 12.328 -0.104 -0.868 -12.289 0.048 0.858
17 12.171 -0.061 -0.858 -12.135 0.006 0.868
18 12.022 -0.028 -0.868 -11.989 -0.025 0.892
19 11.884 -0.006 -0.892 -11.853 -0.047 0.925
20 11.755 0.007 -0.925 -11.727 -0.059 0.963
21 11.637 0.011 -0.963 -11.611 -0.063 1.002
22 11.529 0.008 -1.002 -11.506 -0.059 1.038
23 11.433 -0.002 -1.038 -11.413 -0.048 1.067
24 11.349 -0.019 -1.067 -11.331 -0.031 1.087
25 11.276 -0.041 -1.087 -11.261 -0.008 1.095
26 11.216 -0.068 -1.095 -11.204 0.019 1.088
27 11.168 -0.099 -1.088 -11.159 0.050 1.065
28 11.133 -0.132 -1.065 -11.126 0.084 1.025
29 11.111 -0.168 -1.025 -11.107 0.119 0.966
30 11.101 -0.204 -0.966 -11.100 0.156 0.888
31 11.105 -0.242 -0.888 -11.107 0.193 0.790
32 11.122 -0.278 -0.790 -11.126 0.230 0.674
33 11.151 -0.313 -0.674 -11.158 0.265 0.539
34 11.194 -0.346 -0.539 -11.203 0.298 0.387
35 11.249 -0.376 -0.387 -11.261 0.327 0.219
36 11.316 -0.402 -0.219 -11.331 0.353 0.037
37 11.396 -0.423 -0.037 -11.414 0.373 -0.156
38 11.488 -0.438 0.156 -11.508 0.388 -0.358
39 11.591 -0.447 0.358 -11.614 0.397 -0.565
40 11.706 -0.449 0.565 -11.732 0.398 -0.775
41 11.831 -0.443 0.775 -11.860 0.391 -0.982
42 11.967 -0.428 0.982 -11.998 0.375 -1.184
43 12.113 -0.403 1.184 -12.147 0.350 -1.374
44 12.268 -0.369 1.374 -12.304 0.314 -1.550
45 12.432 -0.323 1.549 -12.471 0.268 -1.704
46 12.604 -0.266 1.704 -12.645 0.268 -1.844
47 12.785 -0.255 1.844 -12.829 0.256 -1.979
48 12.974 -0.232 1.978 -13.020 0.231 -2.100
49 13.171 -0.195 2.100 -13.220 0.193 -2.202
50 13.375 -0.144 2.202 -13.426 0.141 -2.278
51 13.584 -0.079 2.278 -13.638 0.075 -2.322
52 13.799 0.000 2.322 -13.855 -0.006 -2.325
53 14.019 0.095 2.325 -14.077 -0.102 -2.282
54 14.241 0.206 2.282 -14.302 -0.214 -2.183
55 14.467 0.332 2.183 -14.530 -0.342 -2.022
56 14.694 0.474 2.022 -14.759 -0.486 -1.791
57 14.923 0.633 1.791 -14.990 -0.647 -1.481
58 15.151 0.809 1.481 -15.220 -0.824 -1.085
59 15.378 1.001 1.085 -15.450 -1.018 -0.595
60 15.604 1.210 0.595 -15.677 -1.228 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 -0.0041
02 1.208 -1.344 -0.0041
03 2.388 -2.724 -0.0041
04 3.540 -4.142 -0.0041
05 4.659 -5.592 -0.0041
06 5.738 -7.064 -0.0041
07 6.765 -8.543 -0.004
08 7.730 -10.012 -0.0039
09 8.622 -11.448 -0.0037
10 9.431 -12.830 -0.0035
11 10.149 -14.134 -0.0032
12 10.772 -15.339 -0.0029
13 11.295 -16.424 -0.0025
14 11.720 -17.373 -0.0022
15 12.051 -18.172 -0.0018
16 12.293 -18.816 -0.0014
17 12.456 -19.303 -0.001
18 12.552 -19.636 -0.0006
19 12.587 -19.814 -0.0002
20 12.571 -19.836 0.0002
21 12.510 -19.696 0.0005
22 12.413 -19.391 0.0009
23 12.288 -18.916 0.0013
24 12.141 -18.266 0.0017
25 11.983 -17.439 0.0021
26 11.821 -16.434 0.0025
27 11.664 -15.251 0.0029
28 11.523 -13.894 0.0033
29 11.406 -12.369 0.0036
30 11.321 -10.684 0.004
31 11.278 -8.852 0.0043
32 11.282 -6.889 0.0046
33 11.341 -4.813 0.0048
34 11.458 -2.647 0.005
35 11.636 -0.414 0.0051
36 11.876 1.857 0.0052
37 12.175 4.138 0.0052
38 12.530 6.397 0.0051
39 12.933 8.601 0.005
40 13.375 10.718 0.0048
41 13.843 12.714 0.0045
42 14.323 14.556 0.0041
43 14.798 16.214 0.0037
44 15.249 17.658 0.0032
45 15.655 18.863 0.0026
46 15.994 19.807 0.0019
47 16.245 20.473 0.0013
48 16.385 20.845 0.0005
49 16.391 20.913 -0.0002
50 16.239 20.666 -0.0011
51 15.905 20.100 -0.0019
52 15.370 19.215 -0.0028
53 14.611 18.014 -0.0037
54 13.615 16.510 -0.0045
55 12.369 14.720 -0.0054
56 10.869 12.671 -0.0061
57 9.117 10.396 -0.0069
58 7.125 7.937 -0.0075
59 4.915 5.344 -0.0079
60 2.523 2.676 -0.0083
61 0.000 0.000 -0.0084
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-11.540 -10.674 -0.003 12.324 -9.901 0.003
工况：1.2恒荷载+1.26（左风荷载+右半跨雪荷载）
------------------------------------------
最大应力比为:0.88
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 9.691 2.173 0.003 -9.618 -2.095 1.097
02 9.382 2.134 -1.096 -9.311 -2.053 2.184
03 9.077 2.076 -2.184 -9.008 -1.993 3.250
04 8.778 1.999 -3.250 -8.711 -1.915 4.283
05 8.485 1.903 -4.283 -8.420 -1.818 5.274
06 8.199 1.790 -5.274 -8.136 -1.703 6.213
07 7.921 1.660 -6.213 -7.861 -1.571 7.090
08 7.653 1.512 -7.090 -7.595 -1.421 7.895
09 7.395 1.347 -7.895 -7.339 -1.256 8.620
10 7.148 1.167 -8.620 -7.095 -1.074 9.256
11 6.913 0.971 -9.256 -6.862 -0.876 9.793
12 6.690 0.760 -9.793 -6.642 -0.664 10.225
13 6.481 0.535 -10.225 -6.435 -0.438 10.542
14 6.286 0.296 -10.542 -6.243 -0.198 10.737
15 6.107 0.045 -10.737 -6.065 0.054 10.804
16 5.942 -0.218 -10.804 -5.904 0.163 10.770
17 5.790 -0.337 -10.770 -5.754 0.283 10.663
18 5.651 -0.467 -10.663 -5.618 0.413 10.477
19 5.526 -0.606 -10.477 -5.495 0.553 10.207
20 5.414 -0.754 -10.207 -5.386 0.702 9.847
21 5.317 -0.910 -9.847 -5.292 0.859 9.394
22 5.235 -1.073 -9.394 -5.212 1.023 8.843
23 5.168 -1.243 -8.843 -5.148 1.193 8.191
24 5.117 -1.418 -8.191 -5.100 1.369 7.434
25 5.082 -1.598 -7.434 -5.067 1.549 6.570
26 5.064 -1.781 -6.570 -5.051 1.733 5.598
27 5.061 -1.968 -5.598 -5.052 1.919 4.515
28 5.076 -2.155 -4.515 -5.069 2.107 3.321
29 5.107 -2.344 -3.321 -5.103 2.296 2.016
30 5.155 -2.532 -2.016 -5.153 2.484 0.598
31 5.219 -2.720 -0.598 -5.221 2.671 -0.930
32 5.287 -2.538 0.930 -5.291 2.490 -2.356
33 5.352 -2.355 2.356 -5.359 2.306 -3.680
34 5.416 -2.170 3.680 -5.425 2.121 -4.900
35 5.477 -1.983 4.900 -5.490 1.934 -6.016
36 5.537 -1.794 6.016 -5.552 1.744 -7.026
37 5.594 -1.603 7.026 -5.612 1.553 -7.929
38 5.649 -1.411 7.929 -5.670 1.360 -8.725
39 5.702 -1.216 8.725 -5.725 1.165 -9.412
40 5.753 -1.020 9.412 -5.779 0.968 -9.989
41 5.802 -0.822 9.989 -5.830 0.770 -10.456
42 5.847 -0.621 10.456 -5.878 0.569 -10.811
43 5.891 -0.419 10.811 -5.924 0.366 -11.054
44 5.932 -0.215 11.054 -5.968 0.161 -11.183
45 5.970 -0.009 11.183 -6.009 -0.046 -11.198
46 6.006 0.198 11.198 -6.047 -0.196 -11.111
47 6.040 0.350 11.111 -6.083 -0.349 -10.933
48 6.073 0.503 10.933 -6.119 -0.503 -10.664
49 6.104 0.658 10.664 -6.153 -0.660 -10.303
50 6.134 0.816 10.303 -6.185 -0.818 -9.849
51 6.162 0.975 9.849 -6.216 -0.979 -9.301
52 6.189 1.136 9.301 -6.245 -1.142 -8.659
53 6.214 1.300 8.659 -6.272 -1.307 -7.921
54 6.237 1.465 7.920 -6.297 -1.474 -7.086
55 6.257 1.633 7.086 -6.320 -1.643 -6.154
56 6.276 1.803 6.153 -6.341 -1.814 -5.123
57 6.293 1.975 5.123 -6.360 -1.988 -3.994
58 6.307 2.149 3.994 -6.377 -2.164 -2.764
59 6.320 2.325 2.764 -6.391 -2.341 -1.434
60 6.329 2.503 1.434 -6.402 -2.521 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 0.0252
02 -7.569 8.134 0.0251
03 -14.853 16.372 0.0247
04 -21.785 24.625 0.0241
05 -28.305 32.798 0.0233
06 -34.364 40.802 0.0222
07 -39.924 48.546 0.021
08 -44.954 55.940 0.0195
09 -49.434 62.897 0.0179
10 -53.352 69.331 0.0162
11 -56.702 75.161 0.0143
12 -59.490 80.306 0.0122
13 -61.725 84.690 0.0101
14 -63.425 88.240 0.0078
15 -64.615 90.886 0.0054
16 -65.323 92.565 0.0029
17 -65.585 93.216 0.0003
18 -65.444 92.788 -0.0023
19 -64.950 91.249 -0.005
20 -64.160 88.582 -0.0076
21 -63.135 84.788 -0.0102
22 -61.942 79.887 -0.0127
23 -60.644 73.915 -0.015
24 -59.309 66.928 -0.0172
25 -58.000 58.999 -0.0192
26 -56.777 50.219 -0.0209
27 -55.696 40.699 -0.0224
28 -54.803 30.563 -0.0236
29 -54.139 19.956 -0.0245
30 -53.733 9.037 -0.025
31 -53.603 -2.017 -0.0251
32 -53.752 -13.021 -0.0247
33 -54.172 -23.799 -0.0241
34 -54.841 -34.191 -0.0231
35 -55.728 -44.053 -0.0218
36 -56.793 -53.258 -0.0202
37 -57.987 -61.697 -0.0184
38 -59.258 -69.275 -0.0164
39 -60.547 -75.916 -0.0142
40 -61.793 -81.559 -0.0119
41 -62.934 -86.162 -0.0095
42 -63.908 -89.694 -0.0071
43 -64.654 -92.141 -0.0045
44 -65.112 -93.503 -0.002
45 -65.226 -93.791 0.0006
46 -64.944 -93.030 0.0031
47 -64.220 -91.253 0.0056
48 -63.011 -88.506 0.008
49 -61.284 -84.848 0.0103
50 -59.015 -80.344 0.0125
51 -56.187 -75.074 0.0146
52 -52.793 -69.120 0.0165
53 -48.835 -62.571 0.0182
54 -44.326 -55.521 0.0197
55 -39.285 -48.066 0.021
56 -33.742 -40.300 0.0222
57 -27.734 -32.318 0.0231
58 -21.303 -24.213 0.0238
59 -14.501 -16.071 0.0243
60 -7.380 -7.975 0.0246
61 0.000 0.000 0.0246
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-5.623 -3.332 -0.003 6.407 -7.364 0.003
工况：1.0恒荷载+1.4右风荷载
--------------------------
最大应力比为:0.21
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 -1.317 -0.117 0.002 1.378 0.075 -0.047
02 -1.376 -0.110 0.047 1.435 0.069 -0.089
03 -1.433 -0.105 0.089 1.490 0.066 -0.128
04 -1.488 -0.104 0.128 1.544 0.065 -0.166
05 -1.542 -0.105 0.166 1.596 0.068 -0.205
06 -1.593 -0.108 0.205 1.645 0.073 -0.246
07 -1.643 -0.115 0.246 1.693 0.081 -0.289
08 -1.691 -0.124 0.289 1.739 0.091 -0.336
09 -1.736 -0.135 0.336 1.783 0.103 -0.389
10 -1.780 -0.149 0.389 1.824 0.118 -0.447
11 -1.820 -0.164 0.447 1.863 0.135 -0.513
12 -1.859 -0.182 0.513 1.899 0.154 -0.587
13 -1.895 -0.202 0.587 1.933 0.175 -0.669
14 -1.928 -0.224 0.669 1.965 0.198 -0.761
15 -1.959 -0.247 0.761 1.993 0.222 -0.864
16 -1.987 -0.272 0.864 2.019 0.183 -0.963
17 -2.014 -0.234 0.963 2.044 0.145 -1.046
18 -2.040 -0.197 1.046 2.068 0.109 -1.113
19 -2.064 -0.162 1.113 2.090 0.075 -1.164
20 -2.087 -0.128 1.164 2.111 0.041 -1.200
21 -2.109 -0.094 1.200 2.131 0.008 -1.222
22 -2.130 -0.062 1.222 2.149 -0.023 -1.230
23 -2.149 -0.031 1.230 2.166 -0.054 -1.225
24 -2.166 -0.001 1.225 2.181 -0.083 -1.206
25 -2.183 0.028 1.206 2.195 -0.112 -1.174
26 -2.197 0.057 1.174 2.207 -0.141 -1.130
27 -2.210 0.085 1.130 2.218 -0.169 -1.074
28 -2.222 0.112 1.074 2.227 -0.196 -1.006
29 -2.232 0.139 1.006 2.235 -0.223 -0.926
30 -2.240 0.166 0.926 2.241 -0.249 -0.834
31 -2.247 0.193 0.834 2.246 -0.276 -0.730
32 -2.252 0.219 0.730 2.248 -0.303 -0.615
33 -2.255 0.245 0.615 2.250 -0.329 -0.489
34 -2.257 0.272 0.489 2.249 -0.356 -0.351
35 -2.258 0.299 0.351 2.247 -0.383 -0.201
36 -2.256 0.325 0.201 2.244 -0.410 -0.039
37 -2.254 0.353 0.039 2.239 -0.437 0.134
38 -2.249 0.380 -0.134 2.232 -0.466 0.320
39 -2.244 0.409 -0.320 2.224 -0.494 0.519
40 -2.236 0.438 -0.519 2.215 -0.524 0.730
41 -2.227 0.467 -0.730 2.204 -0.554 0.955
42 -2.217 0.498 -0.955 2.191 -0.585 1.193
43 -2.206 0.529 -1.193 2.178 -0.617 1.445
44 -2.193 0.562 -1.445 2.162 -0.651 1.711
45 -2.178 0.596 -1.711 2.146 -0.685 1.993
46 -2.163 0.630 -1.993 2.128 -0.548 2.252
47 -2.142 0.493 -2.252 2.105 -0.412 2.451
48 -2.115 0.358 -2.451 2.077 -0.277 2.590
49 -2.083 0.224 -2.591 2.042 -0.145 2.671
50 -2.045 0.093 -2.671 2.003 -0.014 2.694
51 -2.003 -0.037 -2.694 1.958 0.115 2.660
52 -1.955 -0.164 -2.661 1.908 0.241 2.571
53 -1.901 -0.289 -2.571 1.853 0.365 2.427
54 -1.843 -0.411 -2.427 1.793 0.486 2.229
55 -1.780 -0.531 -2.229 1.728 0.604 1.979
56 -1.712 -0.647 -1.979 1.658 0.719 1.678
57 -1.639 -0.761 -1.679 1.583 0.831 1.328
58 -1.562 -0.871 -1.328 1.504 0.939 0.931
59 -1.480 -0.977 -0.931 1.421 1.044 0.486
60 -1.394 -1.080 -0.486 1.333 1.146 -0.002
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 0.0042
02 -1.256 1.356 0.0042
03 -2.472 2.737 0.0042
04 -3.641 4.137 0.0041
05 -4.761 5.548 0.0041
06 -5.827 6.965 0.004
07 -6.836 8.378 0.0039
08 -7.784 9.781 0.0038
09 -8.669 11.164 0.0037
10 -9.487 12.519 0.0035
11 -10.235 13.833 0.0033
12 -10.912 15.095 0.0031
13 -11.515 16.292 0.0029
14 -12.042 17.408 0.0027
15 -12.492 18.427 0.0024
16 -12.862 19.330 0.002
17 -13.153 20.096 0.0017
18 -13.367 20.705 0.0013
19 -13.505 21.139 0.0008
20 -13.575 21.384 0.0003
21 -13.582 21.426 -0.0001
22 -13.537 21.257 -0.0006
23 -13.448 20.870 -0.0012
24 -13.326 20.261 -0.0017
25 -13.184 19.429 -0.0022
26 -13.032 18.376 -0.0027
27 -12.883 17.108 -0.0031
28 -12.747 15.630 -0.0036
29 -12.637 13.955 -0.004
30 -12.562 12.093 -0.0044
31 -12.532 10.061 -0.0048
32 -12.555 7.877 -0.0051
33 -12.639 5.560 -0.0054
34 -12.789 3.133 -0.0056
35 -13.009 0.622 -0.0058
36 -13.299 -1.948 -0.0059
37 -13.660 -4.546 -0.006
38 -14.088 -7.143 -0.0059
39 -14.577 -9.705 -0.0059
40 -15.119 -12.197 -0.0057
41 -15.701 -14.585 -0.0054
42 -16.310 -16.829 -0.0051
43 -16.925 -18.892 -0.0046
44 -17.525 -20.733 -0.0041
45 -18.083 -22.311 -0.0035
46 -18.570 -23.585 -0.0027
47 -18.950 -24.512 -0.0018
48 -19.188 -25.057 -0.0009
49 -19.249 -25.194 0.0002
50 -19.102 -24.911 0.0013
51 -18.717 -24.206 0.0024
52 -18.072 -23.086 0.0035
53 -17.148 -21.571 0.0046
54 -15.934 -19.687 0.0056
55 -14.426 -17.470 0.0065
56 -12.627 -14.963 0.0074
57 -10.548 -12.216 0.0082
58 -8.211 -9.284 0.0088
59 -5.645 -6.227 0.0093
60 -2.892 -3.111 0.0096
61 0.000 0.000 0.0097
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
0.885 0.982 -0.002 -1.756 0.067 0.002
工况：1.2恒荷载+1.4右半跨雪荷载
-----------------------------
最大应力比为:0.94
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 12.006 -2.826 0.003 -11.933 2.905 -1.626
02 12.003 -2.601 1.626 -11.931 2.682 -3.125
03 11.996 -2.378 3.125 -11.927 2.461 -4.501
04 11.985 -2.157 4.501 -11.918 2.241 -5.755
05 11.971 -1.938 5.755 -11.907 2.024 -6.887
06 11.954 -1.721 6.887 -11.891 1.809 -7.899
07 11.933 -1.507 7.899 -11.873 1.596 -8.790
08 11.910 -1.294 8.790 -11.852 1.384 -9.562
09 11.883 -1.083 9.562 -11.827 1.175 -10.216
10 11.853 -0.875 10.216 -11.800 0.968 -10.752
11 11.821 -0.668 10.752 -11.770 0.763 -11.172
12 11.785 -0.464 11.172 -11.737 0.560 -11.476
13 11.747 -0.262 11.476 -11.701 0.359 -11.665
14 11.706 -0.062 11.665 -11.663 0.161 -11.740
15 11.663 0.135 11.740 -11.622 -0.036 -11.703
16 11.617 0.331 11.703 -11.578 -0.231 -11.553
17 11.569 0.524 11.553 -11.533 -0.423 -11.293
18 11.518 0.715 11.293 -11.485 -0.613 -10.923
19 11.466 0.904 10.923 -11.435 -0.801 -10.444
20 11.411 1.091 10.444 -11.382 -0.987 -9.857
21 11.354 1.276 9.857 -11.328 -1.171 -9.163
22 11.295 1.458 9.163 -11.272 -1.353 -8.363
23 11.234 1.639 8.363 -11.213 -1.533 -7.459
24 11.171 1.817 7.459 -11.153 -1.711 -6.450
25 11.106 1.994 6.450 -11.091 -1.887 -5.340
26 11.040 2.168 5.340 -11.028 -2.061 -4.127
27 10.972 2.340 4.127 -10.962 -2.233 -2.814
28 10.902 2.510 2.814 -10.895 -2.403 -1.402
29 10.831 2.679 1.402 -10.827 -2.571 0.109
30 10.758 2.845 -0.109 -10.757 -2.738 1.717
31 10.689 2.602 -1.717 -10.690 -2.494 3.187
32 10.639 2.357 -3.187 -10.643 -2.250 4.517
33 10.608 2.113 -4.517 -10.615 -2.006 5.707
34 10.597 1.869 -5.707 -10.607 -1.762 6.759
35 10.605 1.628 -6.759 -10.617 -1.521 7.672
36 10.631 1.389 -7.672 -10.646 -1.283 8.450
37 10.676 1.155 -8.450 -10.694 -1.049 9.093
38 10.740 0.925 -9.093 -10.760 -0.820 9.606
39 10.821 0.702 -9.606 -10.844 -0.597 9.991
40 10.921 0.486 -9.991 -10.946 -0.382 10.253
41 11.037 0.279 -10.253 -11.065 -0.175 10.395
42 11.170 0.080 -10.395 -11.201 0.023 10.424
43 11.319 -0.108 -10.424 -11.353 0.210 10.345
44 11.484 -0.286 -10.345 -11.520 0.387 10.164
45 11.664 -0.452 -10.164 -11.702 0.552 9.887
46 11.857 -0.605 -9.887 -11.899 0.704 9.522
47 12.065 -0.744 -9.522 -12.109 0.842 9.076
48 12.285 -0.869 -9.076 -12.331 0.966 8.557
49 12.517 -0.980 -8.557 -12.566 1.076 7.973
50 12.761 -1.075 -7.973 -12.812 1.169 7.334
51 13.014 -1.153 -7.334 -13.068 1.246 6.647
52 13.278 -1.215 -6.647 -13.333 1.307 5.924
53 13.549 -1.259 -5.924 -13.607 1.350 5.172
54 13.828 -1.286 -5.172 -13.888 1.375 4.403
55 14.114 -1.294 -4.403 -14.176 1.381 3.626
56 14.405 -1.284 -3.626 -14.469 1.369 2.852
57 14.700 -1.254 -2.852 -14.767 1.338 2.091
58 14.999 -1.205 -2.091 -15.068 1.287 1.354
59 15.301 -1.137 -1.354 -15.372 1.217 0.653
60 15.603 -1.049 -0.653 -15.676 1.127 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 0.0383
02 -11.504 12.357 0.0381
03 -22.541 24.833 0.0373
04 -32.977 37.250 0.0361
05 -42.702 49.433 0.0345
06 -51.627 61.215 0.0325
07 -59.689 72.434 0.0301
08 -66.842 82.937 0.0274
09 -73.061 92.583 0.0245
10 -78.338 101.239 0.0214
11 -82.685 108.786 0.0181
12 -86.125 115.119 0.0146
13 -88.698 120.145 0.011
14 -90.455 123.790 0.0073
15 -91.458 125.992 0.0036
16 -91.778 126.709 -0.0001
17 -91.495 125.915 -0.0037
18 -90.693 123.601 -0.0073
19 -89.461 119.779 -0.0108
20 -87.890 114.476 -0.0142
21 -86.074 107.740 -0.0174
22 -84.104 99.636 -0.0204
23 -82.069 90.249 -0.0231
24 -80.054 79.681 -0.0256
25 -78.140 68.053 -0.0278
26 -76.399 55.505 -0.0296
27 -74.893 42.191 -0.0311
28 -73.675 28.286 -0.0321
29 -72.786 13.978 -0.0328
30 -72.254 -0.529 -0.0329
31 -72.090 -15.016 -0.0326
32 -72.290 -29.255 -0.0318
33 -72.834 -43.033 -0.0306
34 -73.687 -56.160 -0.029
35 -74.802 -68.463 -0.027
36 -76.121 -79.795 -0.0247
37 -77.577 -90.028 -0.0221
38 -79.100 -99.059 -0.0193
39 -80.612 -106.804 -0.0164
40 -82.033 -113.203 -0.0133
41 -83.286 -118.215 -0.0101
42 -84.290 -121.821 -0.0069
43 -84.972 -124.018 -0.0036
44 -85.259 -124.826 -0.0003
45 -85.085 -124.277 0.0029
46 -84.393 -122.422 0.006
47 -83.132 -119.324 0.0091
48 -81.259 -115.060 0.012
49 -78.743 -109.716 0.0147
50 -75.560 -103.388 0.0173
51 -71.699 -96.180 0.0197
52 -67.157 -88.200 0.0219
53 -61.943 -79.561 0.0238
54 -56.076 -70.376 0.0255
55 -49.582 -60.761 0.027
56 -42.500 -50.826 0.0282
57 -34.872 -40.683 0.0292
58 -26.750 -30.434 0.030
59 -18.190 -20.179 0.0305
60 -9.253 -10.007 0.0308
61 0.000 0.000 0.0309
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-10.721 -6.098 -0.003 10.721 -11.493 0.003
工况：1.2恒荷载+1.4左半跨雪荷载
-----------------------------
最大应力比为:0.94
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 15.676 1.127 0.003 -15.603 -1.049 0.653
02 15.372 1.217 -0.653 -15.301 -1.137 1.354
03 15.068 1.287 -1.354 -14.999 -1.205 2.091
04 14.767 1.338 -2.091 -14.700 -1.254 2.852
05 14.469 1.369 -2.852 -14.405 -1.284 3.626
06 14.176 1.381 -3.626 -14.114 -1.294 4.403
07 13.888 1.375 -4.403 -13.828 -1.286 5.172
08 13.607 1.350 -5.172 -13.549 -1.259 5.924
09 13.333 1.307 -5.924 -13.278 -1.215 6.647
10 13.068 1.246 -6.647 -13.014 -1.153 7.334
11 12.812 1.169 -7.334 -12.761 -1.075 7.973
12 12.566 1.076 -7.973 -12.517 -0.980 8.557
13 12.331 0.966 -8.557 -12.285 -0.869 9.076
14 12.109 0.842 -9.076 -12.065 -0.744 9.522
15 11.899 0.704 -9.522 -11.857 -0.605 9.887
16 11.702 0.552 -9.887 -11.664 -0.452 10.164
17 11.520 0.387 -10.164 -11.484 -0.286 10.345
18 11.353 0.210 -10.345 -11.319 -0.108 10.424
19 11.201 0.023 -10.424 -11.170 0.080 10.395
20 11.065 -0.175 -10.395 -11.037 0.279 10.253
21 10.946 -0.382 -10.253 -10.921 0.486 9.991
22 10.844 -0.597 -9.991 -10.821 0.702 9.606
23 10.760 -0.820 -9.606 -10.740 0.925 9.093
24 10.694 -1.049 -9.093 -10.676 1.155 8.450
25 10.646 -1.283 -8.450 -10.631 1.389 7.672
26 10.617 -1.521 -7.672 -10.605 1.628 6.759
27 10.607 -1.762 -6.759 -10.597 1.869 5.707
28 10.615 -2.006 -5.707 -10.608 2.113 4.517
29 10.643 -2.250 -4.517 -10.639 2.357 3.187
30 10.690 -2.494 -3.187 -10.689 2.602 1.717
31 10.757 -2.738 -1.717 -10.758 2.845 0.109
32 10.827 -2.571 -0.109 -10.831 2.679 -1.402
33 10.895 -2.403 1.402 -10.902 2.510 -2.814
34 10.962 -2.233 2.814 -10.972 2.340 -4.127
35 11.028 -2.061 4.127 -11.040 2.168 -5.340
36 11.091 -1.887 5.340 -11.106 1.994 -6.450
37 11.153 -1.711 6.450 -11.171 1.817 -7.459
38 11.213 -1.533 7.459 -11.234 1.639 -8.363
39 11.272 -1.353 8.363 -11.295 1.458 -9.163
40 11.328 -1.171 9.163 -11.354 1.276 -9.857
41 11.382 -0.987 9.857 -11.411 1.091 -10.444
42 11.435 -0.801 10.444 -11.466 0.904 -10.923
43 11.485 -0.613 10.923 -11.518 0.715 -11.293
44 11.533 -0.423 11.293 -11.569 0.524 -11.553
45 11.578 -0.231 11.553 -11.617 0.331 -11.703
46 11.622 -0.036 11.703 -11.663 0.135 -11.740
47 11.663 0.161 11.740 -11.706 -0.062 -11.665
48 11.701 0.359 11.665 -11.747 -0.262 -11.476
49 11.737 0.560 11.476 -11.785 -0.464 -11.172
50 11.770 0.763 11.172 -11.821 -0.668 -10.752
51 11.800 0.968 10.752 -11.853 -0.875 -10.216
52 11.827 1.175 10.216 -11.883 -1.083 -9.562
53 11.852 1.384 9.562 -11.910 -1.294 -8.790
54 11.873 1.596 8.790 -11.933 -1.507 -7.899
55 11.891 1.809 7.899 -11.954 -1.721 -6.887
56 11.907 2.024 6.887 -11.971 -1.938 -5.755
57 11.918 2.241 5.755 -11.985 -2.157 -4.501
58 11.927 2.461 4.501 -11.996 -2.378 -3.125
59 11.931 2.682 3.125 -12.003 -2.601 -1.626
60 11.933 2.905 1.626 -12.006 -2.826 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 -0.0309
02 9.252 -10.007 -0.0308
03 18.189 -20.179 -0.0305
04 26.749 -30.434 -0.030
05 34.871 -40.683 -0.0292
06 42.499 -50.826 -0.0282
07 49.581 -60.761 -0.027
08 56.075 -70.376 -0.0255
09 61.942 -79.561 -0.0238
10 67.156 -88.200 -0.0219
11 71.698 -96.180 -0.0197
12 75.559 -103.388 -0.0173
13 78.742 -109.716 -0.0147
14 81.258 -115.060 -0.012
15 83.131 -119.324 -0.0091
16 84.392 -122.422 -0.0061
17 85.084 -124.277 -0.0029
18 85.258 -124.826 0.0003
19 84.971 -124.018 0.0036
20 84.289 -121.821 0.0069
21 83.285 -118.215 0.0101
22 82.032 -113.203 0.0133
23 80.611 -106.804 0.0164
24 79.099 -99.059 0.0193
25 77.576 -90.028 0.0221
26 76.120 -79.795 0.0247
27 74.801 -68.463 0.027
28 73.686 -56.160 0.029
29 72.833 -43.033 0.0306
30 72.289 -29.255 0.0318
31 72.089 -15.016 0.0326
32 72.253 -0.529 0.0329
33 72.785 13.978 0.0328
34 73.674 28.286 0.0321
35 74.892 42.191 0.0311
36 76.398 55.505 0.0296
37 78.139 68.053 0.0278
38 80.053 79.681 0.0256
39 82.068 90.249 0.0231
40 84.103 99.636 0.0204
41 86.073 107.740 0.0174
42 87.889 114.476 0.0142
43 89.460 119.779 0.0108
44 90.692 123.601 0.0073
45 91.494 125.915 0.0037
46 91.777 126.709 0.0001
47 91.457 125.992 -0.0036
48 90.454 123.790 -0.0073
49 88.697 120.145 -0.011
50 86.124 115.119 -0.0146
51 82.684 108.786 -0.0181
52 78.337 101.239 -0.0214
53 73.060 92.583 -0.0245
54 66.841 82.937 -0.0274
55 59.688 72.434 -0.0301
56 51.626 61.215 -0.0325
57 42.701 49.433 -0.0345
58 32.976 37.250 -0.0361
59 22.540 24.833 -0.0373
60 11.503 12.357 -0.0381
61 0.000 0.000 -0.0383
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-10.721 -11.493 -0.003 10.721 -6.098 0.003
工况：1.2恒荷载+1.26（右风荷载+活/雪荷载）
----------------------------------------
最大应力比为:0.22
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 15.677 -1.228 0.003 -15.604 1.210 -0.595
02 15.450 -1.018 0.595 -15.378 1.001 -1.085
03 15.220 -0.824 1.085 -15.151 0.809 -1.481
04 14.990 -0.647 1.481 -14.923 0.633 -1.791
05 14.759 -0.486 1.791 -14.694 0.474 -2.022
06 14.530 -0.342 2.022 -14.467 0.332 -2.183
07 14.302 -0.214 2.183 -14.241 0.206 -2.282
08 14.077 -0.102 2.282 -14.019 0.095 -2.325
09 13.855 -0.006 2.325 -13.799 0.000 -2.322
10 13.638 0.075 2.322 -13.584 -0.079 -2.278
11 13.426 0.141 2.278 -13.375 -0.144 -2.202
12 13.220 0.193 2.202 -13.171 -0.195 -2.100
13 13.020 0.231 2.100 -12.974 -0.232 -1.978
14 12.829 0.256 1.979 -12.785 -0.255 -1.844
15 12.645 0.268 1.844 -12.604 -0.266 -1.704
16 12.471 0.268 1.704 -12.432 -0.323 -1.549
17 12.304 0.314 1.550 -12.268 -0.369 -1.374
18 12.147 0.350 1.374 -12.113 -0.403 -1.184
19 11.998 0.375 1.184 -11.967 -0.428 -0.982
20 11.860 0.391 0.982 -11.831 -0.443 -0.775
21 11.732 0.398 0.775 -11.706 -0.449 -0.565
22 11.614 0.397 0.565 -11.591 -0.447 -0.358
23 11.508 0.388 0.358 -11.488 -0.438 -0.156
24 11.414 0.373 0.156 -11.396 -0.423 0.037
25 11.331 0.353 -0.037 -11.316 -0.402 0.219
26 11.261 0.327 -0.219 -11.249 -0.376 0.387
27 11.203 0.298 -0.387 -11.194 -0.346 0.539
28 11.158 0.265 -0.539 -11.151 -0.313 0.674
29 11.126 0.230 -0.674 -11.122 -0.278 0.790
30 11.107 0.193 -0.790 -11.105 -0.242 0.888
31 11.100 0.156 -0.888 -11.101 -0.204 0.966
32 11.107 0.119 -0.966 -11.111 -0.168 1.025
33 11.126 0.084 -1.025 -11.133 -0.132 1.065
34 11.159 0.050 -1.065 -11.168 -0.099 1.088
35 11.204 0.019 -1.088 -11.216 -0.068 1.095
36 11.261 -0.008 -1.095 -11.276 -0.041 1.087
37 11.331 -0.031 -1.087 -11.349 -0.019 1.067
38 11.413 -0.048 -1.067 -11.433 -0.002 1.038
39 11.506 -0.059 -1.038 -11.529 0.008 1.002
40 11.611 -0.063 -1.002 -11.637 0.011 0.963
41 11.727 -0.059 -0.963 -11.755 0.007 0.925
42 11.853 -0.047 -0.925 -11.884 -0.006 0.892
43 11.989 -0.025 -0.892 -12.022 -0.028 0.868
44 12.135 0.006 -0.868 -12.171 -0.061 0.858
45 12.289 0.048 -0.858 -12.328 -0.104 0.868
46 12.451 0.102 -0.868 -12.493 -0.002 0.868
47 12.626 0.011 -0.868 -12.669 0.087 0.830
48 12.811 -0.067 -0.830 -12.857 0.164 0.760
49 13.006 -0.131 -0.760 -13.054 0.227 0.664
50 13.210 -0.182 -0.664 -13.261 0.277 0.549
51 13.424 -0.219 -0.549 -13.477 0.312 0.423
52 13.645 -0.240 -0.423 -13.700 0.332 0.291
53 13.873 -0.247 -0.291 -13.931 0.337 0.163
54 14.107 -0.237 -0.163 -14.167 0.326 0.044
55 14.346 -0.211 -0.044 -14.409 0.299 -0.056
56 14.590 -0.169 0.056 -14.654 0.255 -0.130
57 14.837 -0.110 0.130 -14.904 0.194 -0.171
58 15.086 -0.034 0.170 -15.155 0.116 -0.168
59 15.338 0.059 0.168 -15.409 0.021 -0.115
60 15.589 0.170 0.115 -15.663 -0.092 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 0.0084
02 -2.524 2.676 0.0083
03 -4.916 5.344 0.0079
04 -7.126 7.937 0.0075
05 -9.118 10.396 0.0069
06 -10.870 12.671 0.0061
07 -12.370 14.720 0.0054
08 -13.616 16.510 0.0045
09 -14.612 18.014 0.0037
10 -15.371 19.215 0.0028
11 -15.906 20.100 0.0019
12 -16.240 20.666 0.0011
13 -16.392 20.913 0.0002
14 -16.386 20.845 -0.0005
15 -16.246 20.473 -0.0013
16 -15.995 19.807 -0.002
17 -15.656 18.863 -0.0026
18 -15.250 17.658 -0.0032
19 -14.799 16.214 -0.0037
20 -14.324 14.556 -0.0041
21 -13.844 12.714 -0.0045
22 -13.376 10.718 -0.0048
23 -12.934 8.601 -0.005
24 -12.531 6.397 -0.0051
25 -12.176 4.138 -0.0052
26 -11.877 1.857 -0.0052
27 -11.637 -0.414 -0.0051
28 -11.459 -2.647 -0.005
29 -11.342 -4.813 -0.0048
30 -11.283 -6.889 -0.0046
31 -11.279 -8.852 -0.0043
32 -11.322 -10.684 -0.004
33 -11.407 -12.369 -0.0036
34 -11.524 -13.894 -0.0033
35 -11.665 -15.251 -0.0029
36 -11.822 -16.434 -0.0025
37 -11.984 -17.439 -0.0021
38 -12.142 -18.266 -0.0017
39 -12.289 -18.916 -0.0013
40 -12.414 -19.391 -0.0009
41 -12.511 -19.696 -0.0005
42 -12.572 -19.836 -0.0002
43 -12.588 -19.814 0.0002
44 -12.553 -19.636 0.0006
45 -12.457 -19.303 0.001
46 -12.294 -18.816 0.0014
47 -12.052 -18.172 0.0018
48 -11.721 -17.373 0.0022
49 -11.296 -16.424 0.0025
50 -10.773 -15.339 0.0029
51 -10.150 -14.134 0.0032
52 -9.432 -12.830 0.0035
53 -8.623 -11.448 0.0037
54 -7.731 -10.012 0.0039
55 -6.766 -8.543 0.004
56 -5.739 -7.064 0.0041
57 -4.660 -5.592 0.0041
58 -3.541 -4.142 0.0041
59 -2.389 -2.724 0.0041
60 -1.209 -1.344 0.0041
61 0.000 0.000 0.0041
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-12.324 -9.851 -0.003 11.540 -10.724 0.003
工况：1.2恒荷载+1.26（右风荷载+左半跨雪荷载）
-------------------------------------------
最大应力比为:0.67
单元内力(Kn/m, Kn*m/m)：
单元编号 轴力(左) 剪力(左) 弯矩(左) 轴力(右) 剪力(右) 弯矩(右)
01 9.706 1.037 0.003 -9.633 -1.055 0.596
02 9.423 1.095 -0.596 -9.352 -1.112 1.226
03 9.142 1.136 -1.226 -9.073 -1.151 1.876
04 8.864 1.158 -1.876 -8.797 -1.171 2.538
05 8.589 1.162 -2.538 -8.525 -1.174 3.202
06 8.320 1.149 -3.202 -8.257 -1.159 3.858
07 8.056 1.119 -3.858 -7.996 -1.128 4.497
08 7.799 1.072 -4.497 -7.741 -1.079 5.110
09 7.550 1.009 -5.110 -7.494 -1.015 5.688
10 7.309 0.930 -5.688 -7.255 -0.934 6.223
11 7.077 0.835 -6.223 -7.026 -0.838 6.706
12 6.855 0.726 -6.706 -6.807 -0.728 7.129
13 6.645 0.602 -7.129 -6.599 -0.603 7.484
14 6.446 0.465 -7.484 -6.402 -0.464 7.765
15 6.259 0.315 -7.765 -6.218 -0.313 7.964
16 6.085 0.153 -7.964 -6.047 -0.208 8.088
17 5.924 0.037 -8.088 -5.888 -0.092 8.142
18 5.775 -0.089 -8.142 -5.742 0.035 8.122
19 5.640 -0.225 -8.122 -5.609 0.172 8.022
20 5.519 -0.370 -8.022 -5.491 0.318 7.837
21 5.412 -0.524 -7.837 -5.386 0.472 7.563
22 5.320 -0.685 -7.563 -5.297 0.634 7.195
23 5.244 -0.852 -7.195 -5.223 0.802 6.730
24 5.183 -1.026 -6.729 -5.165 0.976 6.164
25 5.138 -1.204 -6.164 -5.123 1.155 5.496
26 5.109 -1.386 -5.496 -5.097 1.337 4.723
27 5.097 -1.571 -4.723 -5.087 1.523 3.844
28 5.101 -1.758 -3.844 -5.094 1.710 2.857
29 5.122 -1.946 -2.857 -5.118 1.898 1.763
30 5.160 -2.134 -1.763 -5.158 2.086 0.561
31 5.214 -2.322 -0.561 -5.215 2.273 -0.749
32 5.271 -2.140 0.749 -5.276 2.092 -1.960
33 5.327 -1.958 1.960 -5.334 1.909 -3.071
34 5.380 -1.773 3.071 -5.390 1.725 -4.082
35 5.432 -1.587 4.082 -5.444 1.538 -4.991
36 5.481 -1.400 4.991 -5.496 1.350 -5.798
37 5.529 -1.211 5.798 -5.547 1.161 -6.502
38 5.574 -1.020 6.502 -5.595 0.970 -7.102
39 5.617 -0.827 7.102 -5.640 0.777 -7.597
40 5.658 -0.633 7.597 -5.684 0.582 -7.987
41 5.697 -0.438 7.987 -5.725 0.386 -8.269
42 5.733 -0.240 8.269 -5.764 0.188 -8.445
43 5.767 -0.041 8.445 -5.800 -0.012 -8.512
44 5.798 0.159 8.512 -5.834 -0.214 -8.470
45 5.827 0.362 8.470 -5.866 -0.417 -8.319
46 5.853 0.566 8.319 -5.894 -0.467 -8.091
47 5.881 0.616 8.091 -5.924 -0.518 -7.820
48 5.909 0.668 7.820 -5.955 -0.571 -7.506
49 5.939 0.722 7.506 -5.988 -0.626 -7.148
50 5.970 0.778 7.148 -6.021 -0.683 -6.744
51 6.002 0.835 6.744 -6.055 -0.742 -6.294
52 6.034 0.896 6.294 -6.090 -0.804 -5.797
53 6.068 0.958 5.797 -6.126 -0.867 -5.252
54 6.102 1.023 5.252 -6.162 -0.934 -4.658
55 6.136 1.090 4.658 -6.199 -1.002 -4.013
56 6.171 1.159 4.013 -6.236 -1.073 -3.318
57 6.207 1.231 3.318 -6.274 -1.147 -2.570
58 6.243 1.306 2.570 -6.312 -1.224 -1.769
59 6.279 1.383 1.769 -6.350 -1.303 -0.914
60 6.315 1.463 0.914 -6.388 -1.385 -0.003
节点位移（mm)：
节点号 水平位移 竖直位移 转角
01 0.000 0.000 -0.0246
02 7.379 -7.975 -0.0246
03 14.500 -16.071 -0.0243
04 21.302 -24.213 -0.0238
05 27.733 -32.318 -0.0231
06 33.741 -40.300 -0.0222
07 39.284 -48.066 -0.021
08 44.325 -55.521 -0.0197
09 48.834 -62.571 -0.0182
10 52.792 -69.120 -0.0165
11 56.186 -75.074 -0.0146
12 59.014 -80.344 -0.0125
13 61.283 -84.848 -0.0103
14 63.010 -88.506 -0.008
15 64.219 -91.253 -0.0056
16 64.943 -93.030 -0.0031
17 65.225 -93.791 -0.0006
18 65.111 -93.503 0.002
19 64.653 -92.141 0.0045
20 63.907 -89.694 0.0071
21 62.933 -86.162 0.0095
22 61.792 -81.559 0.0119
23 60.546 -75.916 0.0142
24 59.257 -69.275 0.0164
25 57.986 -61.697 0.0184
26 56.792 -53.258 0.0202
27 55.727 -44.053 0.0218
28 54.840 -34.191 0.0231
29 54.171 -23.799 0.0241
30 53.751 -13.021 0.0247
31 53.602 -2.017 0.0251
32 53.732 9.037 0.025
33 54.138 19.956 0.0245
34 54.802 30.563 0.0236
35 55.695 40.699 0.0224
36 56.776 50.219 0.0209
37 57.999 58.999 0.0192
38 59.308 66.928 0.0172
39 60.643 73.915 0.015
40 61.941 79.887 0.0127
41 63.134 84.788 0.0102
42 64.159 88.582 0.0076
43 64.949 91.249 0.005
44 65.443 92.788 0.0023
45 65.584 93.216 -0.0003
46 65.322 92.565 -0.0029
47 64.614 90.886 -0.0054
48 63.424 88.240 -0.0078
49 61.724 84.690 -0.0101
50 59.489 80.306 -0.0122
51 56.701 75.161 -0.0143
52 53.351 69.331 -0.0162
53 49.433 62.897 -0.0179
54 44.953 55.940 -0.0195
55 39.923 48.546 -0.021
56 34.363 40.802 -0.0222
57 28.304 32.798 -0.0233
58 21.784 24.625 -0.0241
59 14.852 16.372 -0.0247
60 7.568 8.134 -0.0251
61 0.000 0.000 -0.0252
支承反力(Kn/m, Kn*m/m)：
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-6.407 -7.364 -0.003 5.623 -3.332 0.003
支承反力标准值(Kn/m, Kn*m/m)
---------------------------
恒荷载:
结构: 1
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-3.135 -2.687 -0.002 3.135 -2.687 0.002
全跨雪荷载/活荷载:
结构: 1
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-9.667 -7.880 0.000 9.667 -7.920 0.000
左风荷载:
结构: 1
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-3.493 -1.967 0.000 2.871 -2.621 0.000
右半跨雪荷载:
结构: 1
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-4.971 -2.053 0.000 4.971 -5.906 0.000
右风荷载:
结构: 1
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
2.871 2.621 0.000 -3.493 1.967 0.000
左半跨雪荷载:
结构: 1
水平反力(左) 竖直反力(左) 弯矩(左) 水平反力(右) 竖直反力(右) 弯矩(右)
-4.971 -5.906 0.000 4.971 -2.053 0.000
最不利工况为1.2恒载+1.4半跨雪
板材：Q345Z；设计强度： 295MPa；
最大应力277.33<295MPa 满足要求。
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