广西贵港24米跨拱形波纹钢屋盖计算书-相关知识-拱形波纹钢屋盖工程施工
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广西贵港24米跨拱形波纹钢屋盖计算书

拱形屋顶厂家 2022-07-19 15:22:04 相关知识 429 ℃ 0 评论

这是广西贵港地区项目工程计算书,验算了下部结构为框架结构,上部结构为拱形波纹钢屋盖结构的建筑。

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。

设计主要依据

1、《建筑结构荷载规范》(GB 50009-2012);

2、《建筑抗震设计规范》(GB 50011-2010);

3、《钢结构设计规范》(钢结构设计规范 GB50017-2017);

4、《冷弯薄壁型钢结构技术规范》(GB50018-2002 );

5、《拱型波纹钢屋盖结构技术规程》(CECS:167 2004);

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:0kN/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: 22m;拱高: 4.4m;檐口高: 5.5m;板厚: 1.2mm;板型:

板材:Q275;设计强度: 235MPa;支座:铰支

恒荷载: .191kN/m^2

详细计算结果:

结构: 1;工况:1.2 恒载

***大应力比为:0.05

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 4.275 -0.170 0.002 -4.211 0.238 -0.087

02 4.216 -0.131 0.087 -4.155 0.200 -0.156

03 4.158 -0.095 0.156 -4.099 0.166 -0.210

04 4.102 -0.062 0.210 -4.044 0.135 -0.251

05 4.046 -0.032 0.251 -3.990 0.106 -0.279

06 3.992 -0.005 0.279 -3.937 0.080 -0.297

07 3.938 0.020 0.297 -3.886 0.057 -0.305

08 3.886 0.041 0.305 -3.836 0.037 -0.304

09 3.836 0.061 0.304 -3.788 0.019 -0.295

10 3.787 0.077 0.295 -3.741 0.003 -0.280

11 3.740 0.092 0.280 -3.696 -0.010 -0.259

12 3.694 0.104 0.259 -3.652 -0.021 -0.233

13 3.651 0.114 0.233 -3.611 -0.030 -0.204

14 3.609 0.121 0.204 -3.571 -0.037 -0.171

15 3.569 0.127 0.171 -3.533 -0.041 -0.136

16 3.531 0.131 0.136 -3.498 -0.044 -0.100

17 3.496 0.133 0.100 -3.465 -0.046 -0.062

18 3.462 0.134 0.062 -3.433 -0.045 -0.025

19 3.431 0.132 0.025 -3.404 -0.044 0.011

20 3.402 0.130 -0.011 -3.378 -0.040 0.046

21 3.376 0.126 -0.046 -3.353 -0.036 0.080

22 3.351 0.121 -0.080 -3.332 -0.030 0.111

23 3.330 0.115 -0.111 -3.312 -0.024 0.140

24 3.311 0.108 -0.140 -3.295 -0.016 0.166

25 3.294 0.100 -0.166 -3.281 -0.008 0.188

26 3.280 0.091 -0.188 -3.269 0.001 0.207

27 3.268 0.082 -0.207 -3.260 0.011 0.221

28 3.259 0.072 -0.221 -3.253 0.021 0.232

29 3.253 0.062 -0.232 -3.249 0.031 0.239

30 3.249 0.052 -0.239 -3.248 0.041 0.241

31 3.248 0.041 -0.241 -3.249 0.052 0.239

32 3.249 0.031 -0.239 -3.253 0.062 0.232

33 3.253 0.021 -0.232 -3.259 0.072 0.221

34 3.260 0.011 -0.221 -3.268 0.082 0.207

35 3.269 0.001 -0.207 -3.280 0.091 0.188

36 3.281 -0.008 -0.188 -3.294 0.100 0.166

37 3.295 -0.016 -0.166 -3.311 0.108 0.140

38 3.312 -0.024 -0.140 -3.330 0.115 0.111

39 3.332 -0.030 -0.111 -3.351 0.121 0.080

40 3.353 -0.036 -0.080 -3.376 0.126 0.046

41 3.378 -0.040 -0.046 -3.402 0.130 0.011

42 3.404 -0.044 -0.011 -3.431 0.132 -0.025

43 3.433 -0.045 0.025 -3.462 0.134 -0.062

44 3.465 -0.046 0.062 -3.496 0.133 -0.100

45 3.498 -0.044 0.100 -3.531 0.131 -0.136

46 3.533 -0.041 0.136 -3.569 0.127 -0.171

47 3.571 -0.037 0.171 -3.609 0.121 -0.204

48 3.611 -0.030 0.204 -3.651 0.114 -0.233

49 3.652 -0.021 0.233 -3.694 0.104 -0.259

50 3.696 -0.010 0.259 -3.740 0.092 -0.280

51 3.741 0.003 0.280 -3.787 0.077 -0.295

52 3.788 0.019 0.295 -3.836 0.061 -0.304

53 3.836 0.037 0.304 -3.886 0.041 -0.305

54 3.886 0.057 0.305 -3.938 0.020 -0.297

55 3.937 0.080 0.297 -3.992 -0.005 -0.279

56 3.990 0.106 0.279 -4.046 -0.032 -0.251

57 4.044 0.135 0.251 -4.102 -0.062 -0.210

58 4.099 0.166 0.210 -4.158 -0.095 -0.156

59 4.155 0.200 0.156 -4.216 -0.131 -0.087

60 4.211 0.238 0.087 -4.275 -0.170 -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 0.0007

02 -0.211 0.214 0.0007

03 -0.407 0.424 0.0007

04 -0.580 0.620 0.0006

05 -0.728 0.793 0.0005

06 -0.846 0.937 0.0004

07 -0.933 1.046 0.0003

08 -0.990 1.117 0.0002

09 -1.018 1.147 0.000

10 -1.019 1.134 -0.0001

11 -0.996 1.080 -0.0002

12 -0.952 0.983 -0.0003

13 -0.891 0.848 -0.0004

14 -0.817 0.677 -0.0005

15 -0.733 0.472 -0.0006

16 -0.644 0.240 -0.0006

17 -0.553 -0.015 -0.0007

18 -0.463 -0.287 -0.0007

19 -0.377 -0.571 -0.0007

20 -0.296 -0.861 -0.0007

21 -0.224 -1.150 -0.0007

22 -0.161 -1.433 -0.0007

23 -0.108 -1.704 -0.0007

24 -0.065 -1.958 -0.0006

25 -0.033 -2.189 -0.0005

26 -0.011 -2.392 -0.0005

27 0.003 -2.565 -0.0004

28 0.009 -2.702 -0.0003

29 0.009 -2.803 -0.0002

30 0.005 -2.864 -0.0001

31 0.000 -2.884 0.000

32 -0.006 -2.864 0.0001

33 -0.010 -2.803 0.0002

34 -0.010 -2.702 0.0003

35 -0.004 -2.565 0.0004

36 0.010 -2.392 0.0005

37 0.032 -2.189 0.0005

38 0.064 -1.958 0.0006

39 0.107 -1.704 0.0007

40 0.160 -1.433 0.0007

41 0.223 -1.150 0.0007

42 0.295 -0.861 0.0007

43 0.376 -0.571 0.0007

44 0.462 -0.287 0.0007

45 0.552 -0.015 0.0007

46 0.643 0.240 0.0006

47 0.732 0.472 0.0006

48 0.816 0.677 0.0005

49 0.890 0.848 0.0004

50 0.951 0.983 0.0003

51 0.995 1.080 0.0002

52 1.018 1.134 0.0001

53 1.017 1.147 0.000

54 0.989 1.117 -0.0002

55 0.932 1.046 -0.0003

56 0.845 0.937 -0.0004

57 0.727 0.793 -0.0005

58 0.579 0.620 -0.0006

59 0.406 0.424 -0.0007

60 0.210 0.214 -0.0007

61 0.000 0.000 -0.0007

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)

-3.248 -2.784 -0.002 3.248 -2.784 0.002

工况:1.2 恒荷载+1.4 活/雪荷载

***大应力比为:0.16

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 11.508 -0.666 0.002 -11.445 0.734 -0.297

02 11.376 -0.538 0.297 -11.315 0.608 -0.538

03 11.244 -0.419 0.538 -11.184 0.491 -0.729

04 11.111 -0.310 0.729 -11.054 0.382 -0.875

05 10.979 -0.209 0.875 -10.923 0.283 -0.978

06 10.847 -0.117 0.978 -10.793 0.193 -1.043

07 10.716 -0.034 1.043 -10.664 0.111 -1.074

08 10.587 0.040 1.074 -10.536 0.038 -1.073

09 10.459 0.106 1.073 -10.411 -0.027 -1.045

10 10.334 0.164 1.046 -10.288 -0.083 -0.994

11 10.212 0.214 0.994 -10.168 -0.132 -0.921

12 10.093 0.255 0.921 -10.052 -0.173 -0.831

13 9.978 0.290 0.831 -9.939 -0.206 -0.727

14 9.867 0.317 0.727 -9.830 -0.232 -0.611

15 9.761 0.337 0.611 -9.725 -0.252 -0.488

16 9.659 0.351 0.488 -9.626 -0.264 -0.358

17 9.562 0.358 0.358 -9.531 -0.271 -0.226

18 9.471 0.360 0.226 -9.442 -0.272 -0.093

19 9.386 0.356 0.093 -9.359 -0.267 0.038

20 9.306 0.347 -0.038 -9.282 -0.257 0.164

21 9.233 0.333 -0.164 -9.211 -0.243 0.285

22 9.166 0.315 -0.285 -9.146 -0.224 0.399

23 9.106 0.292 -0.399 -9.089 -0.201 0.502

24 9.053 0.267 -0.502 -9.038 -0.175 0.595

25 9.007 0.238 -0.595 -8.994 -0.146 0.676

26 8.969 0.207 -0.676 -8.958 -0.115 0.744

27 8.937 0.173 -0.744 -8.929 -0.081 0.797

28 8.913 0.138 -0.797 -8.908 -0.046 0.836

29 8.897 0.102 -0.836 -8.894 -0.009 0.859

30 8.888 0.065 -0.859 -8.887 0.028 0.867

31 8.887 0.028 -0.867 -8.888 0.065 0.859

32 8.894 -0.009 -0.859 -8.897 0.102 0.836

33 8.908 -0.046 -0.836 -8.913 0.138 0.797

34 8.929 -0.081 -0.797 -8.937 0.173 0.744

35 8.958 -0.115 -0.744 -8.969 0.207 0.676

36 8.994 -0.146 -0.676 -9.007 0.238 0.595

37 9.038 -0.175 -0.595 -9.053 0.267 0.502

38 9.089 -0.201 -0.502 -9.106 0.292 0.399

39 9.146 -0.224 -0.399 -9.166 0.315 0.285

40 9.211 -0.243 -0.285 -9.233 0.333 0.164

41 9.282 -0.257 -0.164 -9.306 0.347 0.038

42 9.359 -0.267 -0.038 -9.386 0.356 -0.093

43 9.442 -0.272 0.093 -9.471 0.360 -0.226

44 9.531 -0.271 0.226 -9.562 0.358 -0.358

45 9.626 -0.264 0.358 -9.659 0.351 -0.488

46 9.725 -0.252 0.488 -9.761 0.337 -0.611

47 9.830 -0.232 0.611 -9.867 0.317 -0.727

48 9.939 -0.206 0.727 -9.978 0.290 -0.831

49 10.052 -0.173 0.831 -10.093 0.255 -0.921

50 10.168 -0.132 0.921 -10.212 0.214 -0.994

51 10.288 -0.083 0.994 -10.334 0.164 -1.046

52 10.411 -0.027 1.045 -10.459 0.106 -1.073

53 10.536 0.038 1.073 -10.587 0.040 -1.074

54 10.664 0.111 1.074 -10.716 -0.034 -1.043

55 10.793 0.193 1.043 -10.847 -0.117 -0.978

56 10.923 0.283 0.978 -10.979 -0.209 -0.875

57 11.054 0.382 0.875 -11.111 -0.310 -0.729

58 11.184 0.491 0.729 -11.244 -0.419 -0.538

59 11.315 0.608 0.538 -11.376 -0.538 -0.297

60 11.445 0.734 0.297 -11.508 -0.666 -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 0.0027

02 -0.741 0.766 0.0026

03 -1.431 1.515 0.0024

04 -2.045 2.215 0.0022

05 -2.567 2.838 0.0018

06 -2.987 3.359 0.0015

07 -3.299 3.761 0.001

08 -3.505 4.029 0.0006

09 -3.609 4.153 0.0002

10 -3.617 4.130 -0.0003

11 -3.541 3.957 -0.0007

12 -3.391 3.639 -0.0011

13 -3.181 3.183 -0.0014

14 -2.923 2.598 -0.0017

15 -2.631 1.897 -0.002

16 -2.319 1.096 -0.0022

17 -1.998 0.214 -0.0024

18 -1.680 -0.732 -0.0025

19 -1.374 -1.721 -0.0026

20 -1.089 -2.731 -0.0026

21 -0.831 -3.742 -0.0026

22 -0.606 -4.733 -0.0025

23 -0.416 -5.682 -0.0023

24 -0.262 -6.571 -0.0021

25 -0.144 -7.381 -0.0019

26 -0.061 -8.096 -0.0016

27 -0.008 -8.701 -0.0014

28 0.018 -9.185 -0.001

29 0.024 -9.538 -0.0007

30 0.015 -9.753 -0.0004

31 0.000 -9.825 0.000

32 -0.016 -9.753 0.0004

33 -0.025 -9.538 0.0007

34 -0.019 -9.185 0.001

35 0.007 -8.701 0.0014

36 0.060 -8.096 0.0016

37 0.143 -7.381 0.0019

38 0.261 -6.571 0.0021

39 0.415 -5.682 0.0023

40 0.605 -4.733 0.0025

41 0.830 -3.742 0.0026

42 1.088 -2.731 0.0026

43 1.373 -1.721 0.0026

44 1.679 -0.732 0.0025

45 1.997 0.214 0.0024

46 2.318 1.096 0.0022

47 2.630 1.897 0.002

48 2.922 2.598 0.0017

49 3.180 3.183 0.0014

50 3.390 3.639 0.0011

51 3.540 3.957 0.0007

52 3.616 4.130 0.0003

53 3.608 4.153 -0.0002

54 3.504 4.029 -0.0006

55 3.298 3.761 -0.001

56 2.986 3.359 -0.0015

57 2.566 2.838 -0.0018

58 2.044 2.215 -0.0022

59 1.430 1.515 -0.0024

60 0.740 0.766 -0.0026

61 0.000 0.000 -0.0027

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)

-8.887 -7.342 -0.002 8.887 -7.404 0.002

工况:1.0 恒荷载+1.4 左风荷载

***大应力比为:0.26

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 -1.441 1.059 0.002 1.494 -1.002 0.413

02 -1.519 0.964 -0.413 1.570 -0.906 0.790

03 -1.592 0.866 -0.790 1.642 -0.806 1.128

04 -1.662 0.765 -1.128 1.710 -0.704 1.424

05 -1.727 0.660 -1.424 1.774 -0.599 1.678

06 -1.788 0.554 -1.678 1.833 -0.491 1.889

07 -1.845 0.444 -1.889 1.889 -0.380 2.056

08 -1.898 0.332 -2.056 1.940 -0.267 2.177

09 -1.946 0.218 -2.177 1.986 -0.151 2.252

10 -1.989 0.101 -2.252 2.027 -0.034 2.279

11 -2.028 -0.017 -2.279 2.064 0.086 2.259

12 -2.062 -0.138 -2.259 2.097 0.207 2.189

13 -2.091 -0.260 -2.189 2.124 0.330 2.071

14 -2.115 -0.384 -2.070 2.146 0.454 1.902

15 -2.134 -0.509 -1.902 2.164 0.580 1.682

16 -2.148 -0.635 -1.682 2.176 0.548 1.443

17 -2.161 -0.603 -1.443 2.187 0.517 1.217

18 -2.174 -0.573 -1.217 2.198 0.488 1.003

19 -2.185 -0.543 -1.003 2.207 0.459 0.801

20 -2.195 -0.515 -0.801 2.215 0.431 0.611

21 -2.203 -0.487 -0.610 2.222 0.403 0.431

22 -2.211 -0.459 -0.431 2.227 0.376 0.263

23 -2.217 -0.433 -0.263 2.232 0.350 0.105

24 -2.222 -0.406 -0.105 2.235 0.324 -0.043

25 -2.226 -0.381 0.043 2.237 0.299 -0.180

26 -2.228 -0.355 0.180 2.237 0.274 -0.307

27 -2.229 -0.330 0.307 2.236 0.249 -0.424

28 -2.229 -0.305 0.424 2.234 0.224 -0.530

29 -2.228 -0.280 0.530 2.231 0.199 -0.627

30 -2.225 -0.256 0.627 2.226 0.174 -0.714

31 -2.221 -0.231 0.714 2.220 0.150 -0.791

32 -2.215 -0.206 0.791 2.212 0.124 -0.858

33 -2.208 -0.181 0.858 2.204 0.099 -0.915

34 -2.200 -0.155 0.915 2.193 0.073 -0.961

35 -2.191 -0.129 0.961 2.182 0.047 -0.997

36 -2.180 -0.103 0.997 2.169 0.021 -1.023

37 -2.168 -0.076 1.023 2.156 -0.007 -1.037

38 -2.155 -0.048 1.037 2.140 -0.035 -1.040

39 -2.141 -0.020 1.040 2.124 -0.063 -1.032

40 -2.125 0.010 1.032 2.107 -0.093 -1.012

41 -2.108 0.040 1.012 2.088 -0.124 -0.979

42 -2.090 0.071 0.979 2.068 -0.155 -0.934

43 -2.071 0.103 0.934 2.047 -0.188 -0.876

44 -2.051 0.136 0.876 2.025 -0.221 -0.804

45 -2.030 0.170 0.804 2.003 -0.256 -0.719

46 -2.008 0.206 0.719 1.979 -0.233 -0.631

47 -1.984 0.183 0.631 1.953 -0.212 -0.551

48 -1.957 0.162 0.551 1.924 -0.191 -0.480

49 -1.928 0.142 0.480 1.893 -0.172 -0.417

50 -1.897 0.124 0.417 1.860 -0.155 -0.361

51 -1.864 0.108 0.361 1.825 -0.140 -0.311

52 -1.828 0.094 0.311 1.788 -0.127 -0.266

53 -1.791 0.082 0.266 1.749 -0.116 -0.226

54 -1.751 0.071 0.226 1.708 -0.106 -0.190

55 -1.710 0.063 0.190 1.665 -0.099 -0.157

56 -1.667 0.057 0.157 1.620 -0.094 -0.126

57 -1.622 0.053 0.126 1.574 -0.092 -0.096

58 -1.576 0.052 0.096 1.526 -0.092 -0.066

59 -1.528 0.053 0.066 1.477 -0.094 -0.035

60 -1.479 0.057 0.035 1.426 -0.099 -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 -0.0084

02 2.314 -2.489 -0.0083

03 4.518 -4.983 -0.0081

04 6.571 -7.427 -0.0077

05 8.441 -9.772 -0.0071

06 10.103 -11.967 -0.0065

07 11.541 -13.969 -0.0057

08 12.746 -15.739 -0.0049

09 13.714 -17.240 -0.004

10 14.450 -18.446 -0.003

11 14.963 -19.334 -0.0021

12 15.267 -19.890 -0.0011

13 15.382 -20.107 -0.0001

14 15.329 -19.988 0.0008

15 15.135 -19.542 0.0016

16 14.828 -18.789 0.0024

17 14.435 -17.760 0.003

18 13.986 -16.487 0.0036

19 13.503 -15.004 0.0041

20 13.009 -13.344 0.0045

21 12.521 -11.539 0.0048

22 12.054 -9.621 0.005

23 11.620 -7.619 0.0051

24 11.228 -5.564 0.0052

25 10.886 -3.482 0.0052

26 10.598 -1.399 0.0052

27 10.366 0.658 0.0051

28 10.191 2.667 0.0049

29 10.072 4.607 0.0047

30 10.006 6.457 0.0044

31 9.988 8.199 0.0042

32 10.013 9.817 0.0038

33 10.073 11.298 0.0035

34 10.162 12.628 0.0031

35 10.270 13.798 0.0027

36 10.389 14.800 0.0023

37 10.510 15.628 0.0019

38 10.622 16.278 0.0014

39 10.717 16.750 0.001

40 10.785 17.044 0.0005

41 10.819 17.164 0.0001

42 10.809 17.114 -0.0003

43 10.750 16.903 -0.0007

44 10.635 16.541 -0.0011

45 10.461 16.041 -0.0015

46 10.224 15.416 -0.0018

47 9.924 14.683 -0.0021

48 9.562 13.859 -0.0023

49 9.138 12.959 -0.0026

50 8.654 11.997 -0.0028

51 8.112 10.985 -0.0029

52 7.514 9.933 -0.0031

53 6.862 8.852 -0.0032

54 6.158 7.749 -0.0033

55 5.404 6.633 -0.0034

56 4.604 5.510 -0.0034

57 3.760 4.387 -0.0035

58 2.874 3.270 -0.0035

59 1.950 2.162 -0.0036

60 0.990 1.071 -0.0036

61 0.000 0.000 -0.0036

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)

1.776 0.205 -0.002 -0.978 1.043 0.002

工况:1.2 恒荷载+1.26(左风荷载+活/雪荷载)

***大应力比为:0.14

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 6.282 0.463 0.002 -6.219 -0.395 0.162

02 6.132 0.468 -0.162 -6.070 -0.398 0.330

03 5.984 0.463 -0.330 -5.924 -0.392 0.497

04 5.838 0.450 -0.497 -5.781 -0.377 0.659

05 5.696 0.427 -0.659 -5.640 -0.353 0.814

06 5.558 0.396 -0.814 -5.504 -0.320 0.957

07 5.424 0.356 -0.956 -5.372 -0.279 1.084

08 5.294 0.308 -1.084 -5.244 -0.230 1.193

09 5.169 0.252 -1.193 -5.121 -0.173 1.280

10 5.049 0.188 -1.280 -5.003 -0.108 1.341

11 4.935 0.117 -1.341 -4.891 -0.035 1.374

12 4.827 0.038 -1.374 -4.785 0.044 1.376

13 4.726 -0.047 -1.376 -4.686 0.131 1.343

14 4.632 -0.139 -1.343 -4.594 0.224 1.273

15 4.544 -0.237 -1.273 -4.509 0.322 1.164

16 4.464 -0.340 -1.164 -4.431 0.284 1.042

17 4.389 -0.307 -1.042 -4.357 0.252 0.933

18 4.317 -0.278 -0.933 -4.288 0.224 0.836

19 4.251 -0.255 -0.836 -4.224 0.201 0.747

20 4.189 -0.236 -0.747 -4.165 0.182 0.667

21 4.133 -0.220 -0.667 -4.110 0.168 0.592

22 4.082 -0.209 -0.592 -4.062 0.157 0.522

23 4.036 -0.201 -0.522 -4.018 0.149 0.454

24 3.996 -0.196 -0.454 -3.981 0.145 0.388

25 3.962 -0.193 -0.388 -3.949 0.142 0.323

26 3.935 -0.193 -0.323 -3.924 0.142 0.257

27 3.913 -0.194 -0.257 -3.905 0.144 0.191

28 3.897 -0.197 -0.191 -3.891 0.147 0.122

29 3.888 -0.201 -0.122 -3.885 0.151 0.052

30 3.885 -0.205 -0.052 -3.884 0.155 -0.021

31 3.889 -0.210 0.021 -3.890 0.160 -0.096

32 3.898 -0.214 0.096 -3.902 0.164 -0.173

33 3.915 -0.217 0.173 -3.920 0.167 -0.252

34 3.937 -0.219 0.252 -3.945 0.169 -0.332

35 3.966 -0.220 0.332 -3.976 0.169 -0.413

36 4.000 -0.219 0.413 -4.013 0.168 -0.494

37 4.041 -0.215 0.494 -4.056 0.164 -0.573

38 4.087 -0.209 0.573 -4.105 0.157 -0.651

39 4.140 -0.199 0.651 -4.160 0.147 -0.724

40 4.198 -0.186 0.724 -4.220 0.134 -0.793

41 4.261 -0.170 0.793 -4.285 0.116 -0.855

42 4.329 -0.148 0.855 -4.356 0.095 -0.908

43 4.402 -0.123 0.908 -4.431 0.068 -0.951

44 4.480 -0.092 0.951 -4.511 0.037 -0.981

45 4.562 -0.056 0.981 -4.596 0.000 -0.997

46 4.648 -0.014 0.996 -4.684 0.011 -1.006

47 4.740 -0.021 1.006 -4.778 0.016 -1.017

48 4.836 -0.020 1.017 -4.876 0.015 -1.027

49 4.937 -0.014 1.027 -4.979 0.007 -1.034

50 5.042 0.000 1.034 -5.086 -0.007 -1.035

51 5.150 0.020 1.035 -5.197 -0.029 -1.027

52 5.262 0.048 1.026 -5.311 -0.058 -1.006

53 5.377 0.084 1.006 -5.428 -0.095 -0.970

54 5.495 0.127 0.970 -5.547 -0.139 -0.915

55 5.615 0.178 0.915 -5.669 -0.192 -0.838

56 5.737 0.237 0.838 -5.793 -0.252 -0.736

57 5.860 0.304 0.736 -5.917 -0.321 -0.605

58 5.983 0.380 0.605 -6.043 -0.398 -0.441

59 6.108 0.465 0.441 -6.169 -0.484 -0.242

60 6.232 0.557 0.241 -6.295 -0.579 -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 -0.0057

02 1.552 -1.690 -0.0056

03 3.043 -3.396 -0.0055

04 4.451 -5.094 -0.0054

05 5.759 -6.756 -0.0051

06 6.955 -8.356 -0.0048

07 8.025 -9.867 -0.0044

08 8.960 -11.265 -0.0039

09 9.757 -12.524 -0.0034

10 10.412 -13.622 -0.0029

11 10.927 -14.541 -0.0023

12 11.307 -15.265 -0.0017

13 11.560 -15.783 -0.0011

14 11.697 -16.091 -0.0005

15 11.730 -16.187 0.000

16 11.676 -16.080 0.0006

17 11.553 -15.782 0.001

18 11.376 -15.311 0.0015

19 11.161 -14.681 0.0018

20 10.920 -13.908 0.0022

21 10.666 -13.006 0.0025

22 10.408 -11.986 0.0027

23 10.154 -10.863 0.003

24 9.912 -9.648 0.0032

25 9.689 -8.353 0.0033

26 9.490 -6.991 0.0035

27 9.320 -5.572 0.0036

28 9.183 -4.110 0.0037

29 9.081 -2.616 0.0037

30 9.016 -1.105 0.0037

31 8.989 0.412 0.0037

32 9.001 1.920 0.0037

33 9.050 3.405 0.0036

34 9.135 4.855 0.0035

35 9.252 6.254 0.0034

36 9.398 7.589 0.0032

37 9.567 8.845 0.003

38 9.753 10.010 0.0028

39 9.949 11.069 0.0025

40 10.147 12.012 0.0022

41 10.339 12.827 0.0019

42 10.516 13.504 0.0016

43 10.667 14.035 0.0012

44 10.783 14.415 0.0008

45 10.854 14.638 0.0004

46 10.870 14.705 0.000

47 10.823 14.615 -0.0005

48 10.705 14.371 -0.0009

49 10.507 13.977 -0.0013

50 10.222 13.434 -0.0017

51 9.840 12.746 -0.0022

52 9.355 11.919 -0.0026

53 8.761 10.959 -0.003

54 8.053 9.874 -0.0034

55 7.226 8.675 -0.0038

56 6.282 7.374 -0.0042

57 5.221 5.988 -0.0045

58 4.050 4.534 -0.0047

59 2.778 3.034 -0.005

60 1.421 1.514 -0.0051

61 0.000 0.000 -0.0052

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)

-4.288 -4.614 -0.002 5.007 -3.915 0.002

工况:1.2 恒荷载+1.26(左风荷载+右半跨雪荷载)

***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 -0.228 0.910 0.002 0.291 -0.842 0.350

02 -0.313 0.835 -0.350 0.374 -0.765 0.672

03 -0.393 0.755 -0.672 0.453 -0.684 0.962

04 -0.470 0.673 -0.962 0.528 -0.600 1.218

05 -0.543 0.586 -1.218 0.599 -0.512 1.440

06 -0.612 0.497 -1.440 0.666 -0.422 1.625

07 -0.676 0.404 -1.625 0.728 -0.328 1.773

08 -0.736 0.309 -1.773 0.787 -0.231 1.882

09 -0.792 0.211 -1.882 0.840 -0.132 1.952

10 -0.843 0.110 -1.952 0.890 -0.030 1.980

11 -0.890 0.007 -1.980 0.934 0.074 1.967

12 -0.932 -0.098 -1.967 0.974 0.181 1.911

13 -0.969 -0.206 -1.911 1.009 0.289 1.812

14 -1.001 -0.315 -1.812 1.039 0.400 1.668

15 -1.028 -0.426 -1.668 1.064 0.512 1.479

16 -1.051 -0.538 -1.479 1.084 0.482 1.274

17 -1.071 -0.510 -1.274 1.103 0.454 1.080

18 -1.091 -0.482 -1.080 1.120 0.428 0.896

19 -1.108 -0.456 -0.896 1.135 0.402 0.724

20 -1.125 -0.431 -0.724 1.149 0.377 0.561

21 -1.139 -0.406 -0.561 1.161 0.354 0.408

22 -1.152 -0.383 -0.408 1.172 0.331 0.265

23 -1.163 -0.361 -0.264 1.180 0.309 0.130

24 -1.172 -0.339 -0.130 1.187 0.288 0.004

25 -1.180 -0.318 -0.004 1.193 0.267 -0.114

26 -1.186 -0.297 0.114 1.196 0.247 -0.224

27 -1.189 -0.277 0.224 1.198 0.226 -0.325

28 -1.192 -0.257 0.325 1.197 0.207 -0.419

29 -1.192 -0.237 0.419 1.195 0.187 -0.504

30 -1.190 -0.217 0.504 1.191 0.167 -0.582

31 -1.187 -0.197 0.582 1.186 0.147 -0.652

32 -1.181 -0.178 0.652 1.178 0.128 -0.714

33 -1.174 -0.157 0.714 1.168 0.107 -0.767

34 -1.165 -0.137 0.767 1.157 0.087 -0.813

35 -1.155 -0.116 0.813 1.144 0.065 -0.850

36 -1.142 -0.094 0.850 1.129 0.043 -0.878

37 -1.128 -0.072 0.878 1.112 0.021 -0.898

38 -1.111 -0.049 0.898 1.094 -0.003 -0.908

39 -1.094 -0.025 0.908 1.074 -0.027 -0.908

40 -1.074 0.000 0.908 1.052 -0.052 -0.899

41 -1.053 0.026 0.899 1.029 -0.079 -0.879

42 -1.030 0.053 0.879 1.003 -0.106 -0.847

43 -1.006 0.081 0.847 0.977 -0.136 -0.804

44 -0.980 0.111 0.804 0.949 -0.166 -0.749

45 -0.953 0.142 0.749 0.919 -0.198 -0.681

46 -0.924 0.175 0.681 0.889 -0.178 -0.611

47 -0.893 0.156 0.611 0.855 -0.160 -0.548

48 -0.859 0.138 0.548 0.819 -0.144 -0.491

49 -0.822 0.123 0.491 0.780 -0.129 -0.441

50 -0.783 0.109 0.441 0.739 -0.117 -0.396

51 -0.742 0.098 0.396 0.696 -0.107 -0.354

52 -0.699 0.089 0.354 0.650 -0.099 -0.317

53 -0.653 0.083 0.316 0.603 -0.094 -0.281

54 -0.605 0.078 0.281 0.553 -0.091 -0.246

55 -0.555 0.077 0.246 0.501 -0.090 -0.212

56 -0.503 0.078 0.212 0.447 -0.093 -0.177

57 -0.449 0.082 0.177 0.391 -0.098 -0.139

58 -0.394 0.088 0.139 0.334 -0.106 -0.099

59 -0.337 0.098 0.099 0.275 -0.117 -0.053

60 -0.278 0.110 0.053 0.215 -0.132 -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 -0.0074

02 2.030 -2.187 -0.0073

03 3.965 -4.378 -0.0071

04 5.769 -6.530 -0.0068

05 7.415 -8.596 -0.0063

06 8.881 -10.536 -0.0057

07 10.154 -12.311 -0.0051

08 11.224 -13.886 -0.0043

09 12.088 -15.230 -0.0036

10 12.750 -16.318 -0.0027

11 13.218 -17.131 -0.0019

12 13.503 -17.655 -0.0011

13 13.621 -17.885 -0.0002

14 13.592 -17.820 0.0006

15 13.438 -17.469 0.0013

16 13.184 -16.850 0.002

17 12.853 -15.987 0.0026

18 12.471 -14.910 0.0031

19 12.059 -13.646 0.0035

20 11.634 -12.224 0.0038

21 11.213 -10.673 0.0041

22 10.808 -9.017 0.0043

23 10.431 -7.283 0.0045

24 10.089 -5.497 0.0045

25 9.789 -3.681 0.0046

26 9.535 -1.858 0.0045

27 9.330 -0.049 0.0045

28 9.174 1.725 0.0043

29 9.067 3.445 0.0042

30 9.007 5.095 0.004

31 8.989 6.658 0.0037

32 9.010 8.120 0.0035

33 9.064 9.467 0.0032

34 9.143 10.690 0.0029

35 9.242 11.777 0.0025

36 9.353 12.722 0.0022

37 9.467 13.518 0.0018

38 9.576 14.161 0.0014

39 9.672 14.649 0.001

40 9.747 14.981 0.0006

41 9.793 15.160 0.0003

42 9.802 15.187 -0.0001

43 9.769 15.070 -0.0005

44 9.687 14.816 -0.0008

45 9.553 14.433 -0.0012

46 9.363 13.934 -0.0015

47 9.115 13.333 -0.0017

48 8.810 12.642 -0.002

49 8.447 11.875 -0.0022

50 8.026 11.043 -0.0024

51 7.550 10.156 -0.0026

52 7.017 9.223 -0.0027

53 6.430 8.253 -0.0029

54 5.789 7.253 -0.003

55 5.097 6.231 -0.0031

56 4.355 5.194 -0.0032

57 3.566 4.147 -0.0033

58 2.732 3.098 -0.0033

59 1.856 2.052 -0.0034

60 0.944 1.017 -0.0034

61 0.000 0.000 -0.0034

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)

0.787 -0.512 -0.002 -0.068 0.243 0.002

工况:1.0 恒荷载+1.4 右风荷载

***大应力比为:0.26

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 -1.426 -0.099 0.002 1.479 0.057 -0.035

02 -1.477 -0.094 0.035 1.528 0.053 -0.066

03 -1.526 -0.092 0.066 1.576 0.052 -0.096

04 -1.574 -0.092 0.096 1.622 0.053 -0.126

05 -1.620 -0.094 0.126 1.667 0.057 -0.157

06 -1.665 -0.099 0.157 1.710 0.063 -0.190

07 -1.708 -0.106 0.190 1.751 0.071 -0.226

08 -1.749 -0.116 0.226 1.791 0.082 -0.266

09 -1.788 -0.127 0.266 1.828 0.094 -0.311

10 -1.825 -0.140 0.311 1.864 0.108 -0.361

11 -1.860 -0.155 0.361 1.897 0.124 -0.417

12 -1.893 -0.172 0.417 1.928 0.142 -0.480

13 -1.924 -0.191 0.480 1.957 0.162 -0.551

14 -1.953 -0.212 0.551 1.984 0.183 -0.631

15 -1.979 -0.233 0.631 2.008 0.206 -0.719

16 -2.003 -0.256 0.719 2.030 0.170 -0.804

17 -2.025 -0.221 0.804 2.051 0.136 -0.876

18 -2.047 -0.188 0.876 2.071 0.103 -0.934

19 -2.068 -0.155 0.934 2.090 0.071 -0.979

20 -2.088 -0.124 0.979 2.108 0.040 -1.012

21 -2.107 -0.093 1.012 2.125 0.010 -1.032

22 -2.124 -0.063 1.032 2.141 -0.020 -1.040

23 -2.140 -0.035 1.040 2.155 -0.048 -1.037

24 -2.156 -0.007 1.037 2.168 -0.076 -1.023

25 -2.169 0.021 1.023 2.180 -0.103 -0.997

26 -2.182 0.047 0.997 2.191 -0.129 -0.961

27 -2.193 0.073 0.961 2.200 -0.155 -0.915

28 -2.204 0.099 0.915 2.208 -0.181 -0.858

29 -2.212 0.124 0.858 2.215 -0.206 -0.791

30 -2.220 0.150 0.791 2.221 -0.231 -0.714

31 -2.226 0.174 0.714 2.225 -0.256 -0.627

32 -2.231 0.199 0.627 2.228 -0.280 -0.530

33 -2.234 0.224 0.530 2.229 -0.305 -0.424

34 -2.236 0.249 0.424 2.229 -0.330 -0.307

35 -2.237 0.274 0.307 2.228 -0.355 -0.180

36 -2.237 0.299 0.180 2.226 -0.381 -0.043

37 -2.235 0.324 0.043 2.222 -0.406 0.105

38 -2.232 0.350 -0.105 2.217 -0.433 0.263

39 -2.227 0.376 -0.263 2.211 -0.459 0.431

40 -2.222 0.403 -0.431 2.203 -0.487 0.610

41 -2.215 0.431 -0.611 2.195 -0.515 0.801

42 -2.207 0.459 -0.801 2.185 -0.543 1.003

43 -2.198 0.488 -1.003 2.174 -0.573 1.217

44 -2.187 0.517 -1.217 2.161 -0.603 1.443

45 -2.176 0.548 -1.443 2.148 -0.635 1.682

46 -2.164 0.580 -1.682 2.134 -0.509 1.902

47 -2.146 0.454 -1.902 2.115 -0.384 2.070

48 -2.124 0.330 -2.071 2.091 -0.260 2.189

49 -2.097 0.207 -2.189 2.062 -0.138 2.259

50 -2.064 0.086 -2.259 2.028 -0.017 2.279

51 -2.027 -0.034 -2.279 1.989 0.101 2.252

52 -1.986 -0.151 -2.252 1.946 0.218 2.177

53 -1.940 -0.267 -2.177 1.898 0.332 2.056

54 -1.889 -0.380 -2.056 1.845 0.444 1.889

55 -1.833 -0.491 -1.889 1.788 0.554 1.678

56 -1.774 -0.599 -1.678 1.727 0.660 1.424

57 -1.710 -0.704 -1.424 1.662 0.765 1.128

58 -1.642 -0.806 -1.128 1.592 0.866 0.790

59 -1.570 -0.906 -0.790 1.519 0.964 0.413

60 -1.494 -1.002 -0.413 1.441 1.059 -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 0.0036

02 -0.991 1.071 0.0036

03 -1.951 2.162 0.0036

04 -2.875 3.270 0.0035

05 -3.761 4.387 0.0035

06 -4.605 5.510 0.0034

07 -5.405 6.633 0.0034

08 -6.159 7.749 0.0033

09 -6.863 8.852 0.0032

10 -7.515 9.933 0.0031

11 -8.113 10.985 0.0029

12 -8.655 11.997 0.0028

13 -9.139 12.959 0.0026

14 -9.563 13.859 0.0023

15 -9.925 14.683 0.0021

16 -10.225 15.416 0.0018

17 -10.462 16.041 0.0015

18 -10.636 16.541 0.0011

19 -10.751 16.903 0.0007

20 -10.810 17.114 0.0003

21 -10.820 17.164 -0.0001

22 -10.786 17.044 -0.0005

23 -10.718 16.750 -0.001

24 -10.623 16.278 -0.0014

25 -10.511 15.628 -0.0019

26 -10.390 14.800 -0.0023

27 -10.271 13.798 -0.0027

28 -10.163 12.628 -0.0031

29 -10.074 11.298 -0.0035

30 -10.014 9.817 -0.0038

31 -9.989 8.199 -0.0042

32 -10.007 6.457 -0.0044

33 -10.073 4.607 -0.0047

34 -10.192 2.667 -0.0049

35 -10.367 0.658 -0.0051

36 -10.599 -1.399 -0.0052

37 -10.887 -3.482 -0.0052

38 -11.229 -5.564 -0.0052

39 -11.621 -7.619 -0.0051

40 -12.055 -9.621 -0.005

41 -12.522 -11.539 -0.0048

42 -13.010 -13.344 -0.0045

43 -13.504 -15.004 -0.0041

44 -13.987 -16.487 -0.0036

45 -14.436 -17.760 -0.003

46 -14.829 -18.789 -0.0024

47 -15.136 -19.542 -0.0016

48 -15.330 -19.988 -0.0008

49 -15.383 -20.107 0.0001

50 -15.268 -19.890 0.0011

51 -14.964 -19.334 0.0021

52 -14.451 -18.446 0.003

53 -13.715 -17.240 0.004

54 -12.747 -15.739 0.0049

55 -11.542 -13.969 0.0057

56 -10.104 -11.967 0.0065

57 -8.442 -9.772 0.0071

58 -6.572 -7.427 0.0077

59 -4.519 -4.983 0.0081

60 -2.315 -2.489 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)

0.978 1.043 -0.002 -1.776 0.205 0.002

工况:1.2 恒荷载+1.4 右半跨雪荷载

***大应力比为:0.05

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 4.275 -0.170 0.002 -4.211 0.238 -0.087

02 4.216 -0.131 0.087 -4.155 0.200 -0.156

03 4.158 -0.095 0.156 -4.099 0.166 -0.210

04 4.102 -0.062 0.210 -4.044 0.135 -0.251

05 4.046 -0.032 0.251 -3.990 0.106 -0.279

06 3.992 -0.005 0.279 -3.937 0.080 -0.297

07 3.938 0.020 0.297 -3.886 0.057 -0.305

08 3.886 0.041 0.305 -3.836 0.037 -0.304

09 3.836 0.061 0.304 -3.788 0.019 -0.295

10 3.787 0.077 0.295 -3.741 0.003 -0.280

11 3.740 0.092 0.280 -3.696 -0.010 -0.259

12 3.694 0.104 0.259 -3.652 -0.021 -0.233

13 3.651 0.114 0.233 -3.611 -0.030 -0.204

14 3.609 0.121 0.204 -3.571 -0.037 -0.171

15 3.569 0.127 0.171 -3.533 -0.041 -0.136

16 3.531 0.131 0.136 -3.498 -0.044 -0.100

17 3.496 0.133 0.100 -3.465 -0.046 -0.062

18 3.462 0.134 0.062 -3.433 -0.045 -0.025

19 3.431 0.132 0.025 -3.404 -0.044 0.011

20 3.402 0.130 -0.011 -3.378 -0.040 0.046

21 3.376 0.126 -0.046 -3.353 -0.036 0.080

22 3.351 0.121 -0.080 -3.332 -0.030 0.111

23 3.330 0.115 -0.111 -3.312 -0.024 0.140

24 3.311 0.108 -0.140 -3.295 -0.016 0.166

25 3.294 0.100 -0.166 -3.281 -0.008 0.188

26 3.280 0.091 -0.188 -3.269 0.001 0.207

27 3.268 0.082 -0.207 -3.260 0.011 0.221

28 3.259 0.072 -0.221 -3.253 0.021 0.232

29 3.253 0.062 -0.232 -3.249 0.031 0.239

30 3.249 0.052 -0.239 -3.248 0.041 0.241

31 3.248 0.041 -0.241 -3.249 0.052 0.239

32 3.249 0.031 -0.239 -3.253 0.062 0.232

33 3.253 0.021 -0.232 -3.259 0.072 0.221

34 3.260 0.011 -0.221 -3.268 0.082 0.207

35 3.269 0.001 -0.207 -3.280 0.091 0.188

36 3.281 -0.008 -0.188 -3.294 0.100 0.166

37 3.295 -0.016 -0.166 -3.311 0.108 0.140

38 3.312 -0.024 -0.140 -3.330 0.115 0.111

39 3.332 -0.030 -0.111 -3.351 0.121 0.080

40 3.353 -0.036 -0.080 -3.376 0.126 0.046

41 3.378 -0.040 -0.046 -3.402 0.130 0.011

42 3.404 -0.044 -0.011 -3.431 0.132 -0.025

43 3.433 -0.045 0.025 -3.462 0.134 -0.062

44 3.465 -0.046 0.062 -3.496 0.133 -0.100

45 3.498 -0.044 0.100 -3.531 0.131 -0.136

46 3.533 -0.041 0.136 -3.569 0.127 -0.171

47 3.571 -0.037 0.171 -3.609 0.121 -0.204

48 3.611 -0.030 0.204 -3.651 0.114 -0.233

49 3.652 -0.021 0.233 -3.694 0.104 -0.259

50 3.696 -0.010 0.259 -3.740 0.092 -0.280

51 3.741 0.003 0.280 -3.787 0.077 -0.295

52 3.788 0.019 0.295 -3.836 0.061 -0.304

53 3.836 0.037 0.304 -3.886 0.041 -0.305

54 3.886 0.057 0.305 -3.938 0.020 -0.297

55 3.937 0.080 0.297 -3.992 -0.005 -0.279

56 3.990 0.106 0.279 -4.046 -0.032 -0.251

57 4.044 0.135 0.251 -4.102 -0.062 -0.210

58 4.099 0.166 0.210 -4.158 -0.095 -0.156

59 4.155 0.200 0.156 -4.216 -0.131 -0.087

60 4.211 0.238 0.087 -4.275 -0.170 -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 0.0007

02 -0.211 0.214 0.0007

03 -0.407 0.424 0.0007

04 -0.580 0.620 0.0006

05 -0.728 0.793 0.0005

06 -0.846 0.937 0.0004

07 -0.933 1.046 0.0003

08 -0.990 1.117 0.0002

09 -1.018 1.147 0.000

10 -1.019 1.134 -0.0001

11 -0.996 1.080 -0.0002

12 -0.952 0.983 -0.0003

13 -0.891 0.848 -0.0004

14 -0.817 0.677 -0.0005

15 -0.733 0.472 -0.0006

16 -0.644 0.240 -0.0006

17 -0.553 -0.015 -0.0007

18 -0.463 -0.287 -0.0007

19 -0.377 -0.571 -0.0007

20 -0.296 -0.861 -0.0007

21 -0.224 -1.150 -0.0007

22 -0.161 -1.433 -0.0007

23 -0.108 -1.704 -0.0007

24 -0.065 -1.958 -0.0006

25 -0.033 -2.189 -0.0005

26 -0.011 -2.392 -0.0005

27 0.003 -2.565 -0.0004

28 0.009 -2.702 -0.0003

29 0.009 -2.803 -0.0002

30 0.005 -2.864 -0.0001

31 0.000 -2.884 0.000

32 -0.006 -2.864 0.0001

33 -0.010 -2.803 0.0002

34 -0.010 -2.702 0.0003

35 -0.004 -2.565 0.0004

36 0.010 -2.392 0.0005

37 0.032 -2.189 0.0005

38 0.064 -1.958 0.0006

39 0.107 -1.704 0.0007

40 0.160 -1.433 0.0007

41 0.223 -1.150 0.0007

42 0.295 -0.861 0.0007

43 0.376 -0.571 0.0007

44 0.462 -0.287 0.0007

45 0.552 -0.015 0.0007

46 0.643 0.240 0.0006

47 0.732 0.472 0.0006

48 0.816 0.677 0.0005

49 0.890 0.848 0.0004

50 0.951 0.983 0.0003

51 0.995 1.080 0.0002

52 1.018 1.134 0.0001

53 1.017 1.147 0.000

54 0.989 1.117 -0.0002

55 0.932 1.046 -0.0003

56 0.845 0.937 -0.0004

57 0.727 0.793 -0.0005

58 0.579 0.620 -0.0006

59 0.406 0.424 -0.0007

60 0.210 0.214 -0.0007

61 0.000 0.000 -0.0007

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)

-3.248 -2.784 -0.002 3.248 -2.784 0.002

工况:1.2 恒荷载+1.4 左半跨雪荷载

***大应力比为:0.05

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 4.275 -0.170 0.002 -4.211 0.238 -0.087

02 4.216 -0.131 0.087 -4.155 0.200 -0.156

03 4.158 -0.095 0.156 -4.099 0.166 -0.210

04 4.102 -0.062 0.210 -4.044 0.135 -0.251

05 4.046 -0.032 0.251 -3.990 0.106 -0.279

06 3.992 -0.005 0.279 -3.937 0.080 -0.297

07 3.938 0.020 0.297 -3.886 0.057 -0.305

08 3.886 0.041 0.305 -3.836 0.037 -0.304

09 3.836 0.061 0.304 -3.788 0.019 -0.295

10 3.787 0.077 0.295 -3.741 0.003 -0.280

11 3.740 0.092 0.280 -3.696 -0.010 -0.259

12 3.694 0.104 0.259 -3.652 -0.021 -0.233

13 3.651 0.114 0.233 -3.611 -0.030 -0.204

14 3.609 0.121 0.204 -3.571 -0.037 -0.171

15 3.569 0.127 0.171 -3.533 -0.041 -0.136

16 3.531 0.131 0.136 -3.498 -0.044 -0.100

17 3.496 0.133 0.100 -3.465 -0.046 -0.062

18 3.462 0.134 0.062 -3.433 -0.045 -0.025

19 3.431 0.132 0.025 -3.404 -0.044 0.011

20 3.402 0.130 -0.011 -3.378 -0.040 0.046

21 3.376 0.126 -0.046 -3.353 -0.036 0.080

22 3.351 0.121 -0.080 -3.332 -0.030 0.111

23 3.330 0.115 -0.111 -3.312 -0.024 0.140

24 3.311 0.108 -0.140 -3.295 -0.016 0.166

25 3.294 0.100 -0.166 -3.281 -0.008 0.188

26 3.280 0.091 -0.188 -3.269 0.001 0.207

27 3.268 0.082 -0.207 -3.260 0.011 0.221

28 3.259 0.072 -0.221 -3.253 0.021 0.232

29 3.253 0.062 -0.232 -3.249 0.031 0.239

30 3.249 0.052 -0.239 -3.248 0.041 0.241

31 3.248 0.041 -0.241 -3.249 0.052 0.239

32 3.249 0.031 -0.239 -3.253 0.062 0.232

33 3.253 0.021 -0.232 -3.259 0.072 0.221

34 3.260 0.011 -0.221 -3.268 0.082 0.207

35 3.269 0.001 -0.207 -3.280 0.091 0.188

36 3.281 -0.008 -0.188 -3.294 0.100 0.166

37 3.295 -0.016 -0.166 -3.311 0.108 0.140

38 3.312 -0.024 -0.140 -3.330 0.115 0.111

39 3.332 -0.030 -0.111 -3.351 0.121 0.080

40 3.353 -0.036 -0.080 -3.376 0.126 0.046

41 3.378 -0.040 -0.046 -3.402 0.130 0.011

42 3.404 -0.044 -0.011 -3.431 0.132 -0.025

43 3.433 -0.045 0.025 -3.462 0.134 -0.062

44 3.465 -0.046 0.062 -3.496 0.133 -0.100

45 3.498 -0.044 0.100 -3.531 0.131 -0.136

46 3.533 -0.041 0.136 -3.569 0.127 -0.171

47 3.571 -0.037 0.171 -3.609 0.121 -0.204

48 3.611 -0.030 0.204 -3.651 0.114 -0.233

49 3.652 -0.021 0.233 -3.694 0.104 -0.259

50 3.696 -0.010 0.259 -3.740 0.092 -0.280

51 3.741 0.003 0.280 -3.787 0.077 -0.295

52 3.788 0.019 0.295 -3.836 0.061 -0.304

53 3.836 0.037 0.304 -3.886 0.041 -0.305

54 3.886 0.057 0.305 -3.938 0.020 -0.297

55 3.937 0.080 0.297 -3.992 -0.005 -0.279

56 3.990 0.106 0.279 -4.046 -0.032 -0.251

57 4.044 0.135 0.251 -4.102 -0.062 -0.210

58 4.099 0.166 0.210 -4.158 -0.095 -0.156

59 4.155 0.200 0.156 -4.216 -0.131 -0.087

60 4.211 0.238 0.087 -4.275 -0.170 -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 0.0007

02 -0.211 0.214 0.0007

03 -0.407 0.424 0.0007

04 -0.580 0.620 0.0006

05 -0.728 0.793 0.0005

06 -0.846 0.937 0.0004

07 -0.933 1.046 0.0003

08 -0.990 1.117 0.0002

09 -1.018 1.147 0.000

10 -1.019 1.134 -0.0001

11 -0.996 1.080 -0.0002

12 -0.952 0.983 -0.0003

13 -0.891 0.848 -0.0004

14 -0.817 0.677 -0.0005

15 -0.733 0.472 -0.0006

16 -0.644 0.240 -0.0006

17 -0.553 -0.015 -0.0007

18 -0.463 -0.287 -0.0007

19 -0.377 -0.571 -0.0007

20 -0.296 -0.861 -0.0007

21 -0.224 -1.150 -0.0007

22 -0.161 -1.433 -0.0007

23 -0.108 -1.704 -0.0007

24 -0.065 -1.958 -0.0006

25 -0.033 -2.189 -0.0005

26 -0.011 -2.392 -0.0005

27 0.003 -2.565 -0.0004

28 0.009 -2.702 -0.0003

29 0.009 -2.803 -0.0002

30 0.005 -2.864 -0.0001

31 0.000 -2.884 0.000

32 -0.006 -2.864 0.0001

33 -0.010 -2.803 0.0002

34 -0.010 -2.702 0.0003

35 -0.004 -2.565 0.0004

36 0.010 -2.392 0.0005

37 0.032 -2.189 0.0005

38 0.064 -1.958 0.0006

39 0.107 -1.704 0.0007

40 0.160 -1.433 0.0007

41 0.223 -1.150 0.0007

42 0.295 -0.861 0.0007

43 0.376 -0.571 0.0007

44 0.462 -0.287 0.0007

45 0.552 -0.015 0.0007

46 0.643 0.240 0.0006

47 0.732 0.472 0.0006

48 0.816 0.677 0.0005

49 0.890 0.848 0.0004

50 0.951 0.983 0.0003

51 0.995 1.080 0.0002

52 1.018 1.134 0.0001

53 1.017 1.147 0.000

54 0.989 1.117 -0.0002

55 0.932 1.046 -0.0003

56 0.845 0.937 -0.0004

57 0.727 0.793 -0.0005

58 0.579 0.620 -0.0006

59 0.406 0.424 -0.0007

60 0.210 0.214 -0.0007

61 0.000 0.000 -0.0007

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)

-3.248 -2.784 -0.002 3.248 -2.784 0.002

工况:1.2 恒荷载+1.26(右风荷载+活/雪荷载)

***大应力比为:0.14

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 6.295 -0.579 0.002 -6.232 0.557 -0.241

02 6.169 -0.484 0.242 -6.108 0.465 -0.441

03 6.043 -0.398 0.441 -5.983 0.380 -0.605

04 5.917 -0.321 0.605 -5.860 0.304 -0.736

05 5.793 -0.252 0.736 -5.737 0.237 -0.838

06 5.669 -0.192 0.838 -5.615 0.178 -0.915

07 5.547 -0.139 0.915 -5.495 0.127 -0.970

08 5.428 -0.095 0.970 -5.377 0.084 -1.006

09 5.311 -0.058 1.006 -5.262 0.048 -1.026

10 5.197 -0.029 1.027 -5.150 0.020 -1.035

11 5.086 -0.007 1.035 -5.042 0.000 -1.034

12 4.979 0.007 1.034 -4.937 -0.014 -1.027

13 4.876 0.015 1.027 -4.836 -0.020 -1.017

14 4.778 0.016 1.017 -4.740 -0.021 -1.006

15 4.684 0.011 1.006 -4.648 -0.014 -0.996

16 4.596 0.000 0.997 -4.562 -0.056 -0.981

17 4.511 0.037 0.981 -4.480 -0.092 -0.951

18 4.431 0.068 0.951 -4.402 -0.123 -0.908

19 4.356 0.095 0.908 -4.329 -0.148 -0.855

20 4.285 0.116 0.855 -4.261 -0.170 -0.793

21 4.220 0.134 0.793 -4.198 -0.186 -0.724

22 4.160 0.147 0.724 -4.140 -0.199 -0.651

23 4.105 0.157 0.651 -4.087 -0.209 -0.573

24 4.056 0.164 0.573 -4.041 -0.215 -0.494

25 4.013 0.168 0.494 -4.000 -0.219 -0.413

26 3.976 0.169 0.413 -3.966 -0.220 -0.332

27 3.945 0.169 0.332 -3.937 -0.219 -0.252

28 3.920 0.167 0.252 -3.915 -0.217 -0.173

29 3.902 0.164 0.173 -3.898 -0.214 -0.096

30 3.890 0.160 0.096 -3.889 -0.210 -0.021

31 3.884 0.155 0.021 -3.885 -0.205 0.052

32 3.885 0.151 -0.052 -3.888 -0.201 0.122

33 3.891 0.147 -0.122 -3.897 -0.197 0.191

34 3.905 0.144 -0.191 -3.913 -0.194 0.257

35 3.924 0.142 -0.257 -3.935 -0.193 0.323

36 3.949 0.142 -0.323 -3.962 -0.193 0.388

37 3.981 0.145 -0.388 -3.996 -0.196 0.454

38 4.018 0.149 -0.454 -4.036 -0.201 0.522

39 4.062 0.157 -0.522 -4.082 -0.209 0.592

40 4.110 0.168 -0.592 -4.133 -0.220 0.667

41 4.165 0.182 -0.667 -4.189 -0.236 0.747

42 4.224 0.201 -0.747 -4.251 -0.255 0.836

43 4.288 0.224 -0.836 -4.317 -0.278 0.933

44 4.357 0.252 -0.933 -4.389 -0.307 1.042

45 4.431 0.284 -1.042 -4.464 -0.340 1.164

46 4.509 0.322 -1.164 -4.544 -0.237 1.273

47 4.594 0.224 -1.273 -4.632 -0.139 1.343

48 4.686 0.131 -1.343 -4.726 -0.047 1.376

49 4.785 0.044 -1.376 -4.827 0.038 1.374

50 4.891 -0.035 -1.374 -4.935 0.117 1.341

51 5.003 -0.108 -1.341 -5.049 0.188 1.280

52 5.121 -0.173 -1.280 -5.169 0.252 1.193

53 5.244 -0.230 -1.193 -5.294 0.308 1.084

54 5.372 -0.279 -1.084 -5.424 0.356 0.956

55 5.504 -0.320 -0.957 -5.558 0.396 0.814

56 5.640 -0.353 -0.814 -5.696 0.427 0.659

57 5.781 -0.377 -0.659 -5.838 0.450 0.497

58 5.924 -0.392 -0.497 -5.984 0.463 0.330

59 6.070 -0.398 -0.330 -6.132 0.468 0.162

60 6.219 -0.395 -0.162 -6.282 0.463 -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 0.0052

02 -1.422 1.514 0.0051

03 -2.779 3.034 0.005

04 -4.051 4.534 0.0047

05 -5.222 5.988 0.0045

06 -6.283 7.374 0.0042

07 -7.227 8.675 0.0038

08 -8.054 9.874 0.0034

09 -8.762 10.959 0.003

10 -9.356 11.919 0.0026

11 -9.841 12.746 0.0022

12 -10.223 13.434 0.0017

13 -10.508 13.977 0.0013

14 -10.706 14.371 0.0009

15 -10.824 14.615 0.0005

16 -10.871 14.705 0.000

17 -10.855 14.638 -0.0004

18 -10.784 14.415 -0.0008

19 -10.668 14.035 -0.0012

20 -10.517 13.504 -0.0016

21 -10.340 12.827 -0.0019

22 -10.148 12.012 -0.0022

23 -9.950 11.069 -0.0025

24 -9.754 10.010 -0.0028

25 -9.568 8.845 -0.003

26 -9.399 7.589 -0.0032

27 -9.253 6.254 -0.0034

28 -9.136 4.855 -0.0035

29 -9.051 3.405 -0.0036

30 -9.002 1.920 -0.0037

31 -8.990 0.412 -0.0037

32 -9.017 -1.105 -0.0038

33 -9.082 -2.616 -0.0037

34 -9.184 -4.110 -0.0037

35 -9.321 -5.572 -0.0036

36 -9.491 -6.991 -0.0035

37 -9.690 -8.353 -0.0033

38 -9.913 -9.648 -0.0032

39 -10.155 -10.863 -0.003

40 -10.409 -11.986 -0.0027

41 -10.667 -13.006 -0.0025

42 -10.921 -13.908 -0.0022

43 -11.162 -14.681 -0.0018

44 -11.377 -15.311 -0.0015

45 -11.554 -15.782 -0.001

46 -11.677 -16.080 -0.0006

47 -11.731 -16.187 0.000

48 -11.698 -16.091 0.0005

49 -11.561 -15.783 0.0011

50 -11.308 -15.265 0.0017

51 -10.928 -14.541 0.0023

52 -10.413 -13.622 0.0029

53 -9.758 -12.524 0.0034

54 -8.961 -11.265 0.0039

55 -8.026 -9.867 0.0044

56 -6.956 -8.356 0.0048

57 -5.760 -6.756 0.0051

58 -4.452 -5.094 0.0054

59 -3.044 -3.396 0.0055

60 -1.553 -1.690 0.0056

61 0.000 0.000 0.0057

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)

-5.007 -3.859 -0.002 4.288 -4.670 0.002

工况:1.2 恒荷载+1.26(右风荷载+左半跨雪荷载)

***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 -0.215 -0.132 0.002 0.278 0.110 -0.053

02 -0.275 -0.117 0.053 0.337 0.098 -0.099

03 -0.334 -0.106 0.099 0.394 0.088 -0.139

04 -0.391 -0.098 0.139 0.449 0.082 -0.177

05 -0.447 -0.093 0.177 0.503 0.078 -0.212

06 -0.501 -0.090 0.212 0.555 0.077 -0.246

07 -0.553 -0.091 0.246 0.605 0.078 -0.281

08 -0.603 -0.094 0.281 0.653 0.083 -0.316

09 -0.650 -0.099 0.317 0.699 0.089 -0.354

10 -0.696 -0.107 0.354 0.742 0.098 -0.396

11 -0.739 -0.117 0.396 0.783 0.109 -0.441

12 -0.780 -0.129 0.441 0.822 0.123 -0.491

13 -0.819 -0.144 0.491 0.859 0.138 -0.548

14 -0.855 -0.160 0.548 0.893 0.156 -0.611

15 -0.889 -0.178 0.611 0.924 0.175 -0.681

16 -0.919 -0.198 0.681 0.953 0.142 -0.749

17 -0.949 -0.166 0.749 0.980 0.111 -0.804

18 -0.977 -0.136 0.804 1.006 0.081 -0.847

19 -1.003 -0.106 0.847 1.030 0.053 -0.879

20 -1.029 -0.079 0.879 1.053 0.026 -0.899

21 -1.052 -0.052 0.899 1.074 0.000 -0.908

22 -1.074 -0.027 0.908 1.094 -0.025 -0.908

23 -1.094 -0.003 0.908 1.111 -0.049 -0.898

24 -1.112 0.021 0.898 1.128 -0.072 -0.878

25 -1.129 0.043 0.878 1.142 -0.094 -0.850

26 -1.144 0.065 0.850 1.155 -0.116 -0.813

27 -1.157 0.087 0.813 1.165 -0.137 -0.767

28 -1.168 0.107 0.767 1.174 -0.157 -0.714

29 -1.178 0.128 0.714 1.181 -0.178 -0.652

30 -1.186 0.147 0.652 1.187 -0.197 -0.582

31 -1.191 0.167 0.582 1.190 -0.217 -0.504

32 -1.195 0.187 0.504 1.192 -0.237 -0.419

33 -1.197 0.207 0.419 1.192 -0.257 -0.325

34 -1.198 0.226 0.325 1.189 -0.277 -0.224

35 -1.196 0.247 0.224 1.186 -0.297 -0.114

36 -1.193 0.267 0.114 1.180 -0.318 0.004

37 -1.187 0.288 -0.004 1.172 -0.339 0.130

38 -1.180 0.309 -0.130 1.163 -0.361 0.264

39 -1.172 0.331 -0.265 1.152 -0.383 0.408

40 -1.161 0.354 -0.408 1.139 -0.406 0.561

41 -1.149 0.377 -0.561 1.125 -0.431 0.724

42 -1.135 0.402 -0.724 1.108 -0.456 0.896

43 -1.120 0.428 -0.896 1.091 -0.482 1.080

44 -1.103 0.454 -1.080 1.071 -0.510 1.274

45 -1.084 0.482 -1.274 1.051 -0.538 1.479

46 -1.064 0.512 -1.479 1.028 -0.426 1.668

47 -1.039 0.400 -1.668 1.001 -0.315 1.812

48 -1.009 0.289 -1.812 0.969 -0.206 1.911

49 -0.974 0.181 -1.911 0.932 -0.098 1.967

50 -0.934 0.074 -1.967 0.890 0.007 1.980

51 -0.890 -0.030 -1.980 0.843 0.110 1.952

52 -0.840 -0.132 -1.952 0.792 0.211 1.882

53 -0.787 -0.231 -1.882 0.736 0.309 1.773

54 -0.728 -0.328 -1.773 0.676 0.404 1.625

55 -0.666 -0.422 -1.625 0.612 0.497 1.440

56 -0.599 -0.512 -1.440 0.543 0.586 1.218

57 -0.528 -0.600 -1.218 0.470 0.673 0.962

58 -0.453 -0.684 -0.962 0.393 0.755 0.672

59 -0.374 -0.765 -0.672 0.313 0.835 0.350

60 -0.291 -0.842 -0.350 0.228 0.910 -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 0.0034

02 -0.945 1.017 0.0034

03 -1.857 2.052 0.0034

04 -2.733 3.098 0.0033

05 -3.567 4.147 0.0033

06 -4.356 5.194 0.0032

07 -5.098 6.231 0.0031

08 -5.790 7.253 0.003

09 -6.431 8.253 0.0029

10 -7.018 9.223 0.0027

11 -7.551 10.156 0.0026

12 -8.027 11.043 0.0024

13 -8.448 11.875 0.0022

14 -8.811 12.642 0.002

15 -9.116 13.333 0.0017

16 -9.364 13.934 0.0015

17 -9.554 14.433 0.0012

18 -9.688 14.816 0.0008

19 -9.770 15.070 0.0005

20 -9.803 15.187 0.0001

21 -9.794 15.160 -0.0003

22 -9.748 14.981 -0.0006

23 -9.673 14.649 -0.001

24 -9.577 14.161 -0.0014

25 -9.468 13.518 -0.0018

26 -9.354 12.722 -0.0022

27 -9.243 11.777 -0.0025

28 -9.144 10.690 -0.0029

29 -9.065 9.467 -0.0032

30 -9.011 8.120 -0.0035

31 -8.990 6.658 -0.0037

32 -9.008 5.095 -0.004

33 -9.068 3.445 -0.0042

34 -9.175 1.725 -0.0043

35 -9.331 -0.049 -0.0045

36 -9.536 -1.858 -0.0045

37 -9.790 -3.681 -0.0046

38 -10.090 -5.497 -0.0045

39 -10.432 -7.283 -0.0045

40 -10.809 -9.017 -0.0043

41 -11.214 -10.673 -0.0041

42 -11.635 -12.224 -0.0038

43 -12.060 -13.646 -0.0035

44 -12.472 -14.910 -0.0031

45 -12.854 -15.987 -0.0026

46 -13.185 -16.850 -0.002

47 -13.439 -17.469 -0.0013

48 -13.593 -17.820 -0.0006

49 -13.622 -17.885 0.0002

50 -13.504 -17.655 0.0011

51 -13.219 -17.131 0.0019

52 -12.751 -16.318 0.0027

53 -12.089 -15.230 0.0036

54 -11.225 -13.886 0.0043

55 -10.155 -12.311 0.0051

56 -8.882 -10.536 0.0057

57 -7.416 -8.596 0.0063

58 -5.770 -6.530 0.0068

59 -3.966 -4.378 0.0071

60 -2.031 -2.187 0.0073

61 0.000 0.000 0.0074

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)

0.068 0.243 -0.002 -0.787 -0.512 0.002

支承反力标准值(Kn/m, Kn*m/m)

以上就是关于本分拱形波纹钢屋盖计算书的全部内容了,您有任何看不懂的地方可以给我们留言哦!

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