钢结构计算书

计算书

CALCULATIONDOCUMENT

工程编号：___________________________

工程名称：___________________________

项目名称：___________________________

设计阶段：___________________________

设计专业：___________________________

计算内容：___________________________

专业负责人：_________________________

计算人：___________________________

校对人：___________________________

审核人：___________________________

日期：____________________________

3D3S此处填写设计单位名称

Nameofthedesigncompanyhere

目录

1设计依据.........................................................................1

2计算简图、几何信息...............................................................1

3荷载与组合......................................................................16

3.1荷载工况..................................................................16

3.2节点荷载..................................................................17

3.3单元荷载..................................................................17

3.4面荷载....................................................................19

3.5其它荷载..................................................................19

3.6荷载组合..................................................................20

4内力位移计算结果................................................................21

4.1内力......................................................................21

4.1.1最不利内力..........................................................21

4.1.2内力包络及统计.....................................................49

4.2位移.......................................................................53

4.2.1组合位移...........................................................53

5设计验算结果....................................................................53

5.1设计验算结果图及统计表....................................................54

5.2设计验算结果表............................................................57

附录..............................................................................66

同济大学3D3s软件

1设计依据

《钢结构设计标准》(GB50017-2017)

《建筑结构荷载规范》(GB50009-2012)

《建筑抗震设计规范》(GB50011-2010)(2016年版)

《建筑地基基础设计规范》(GB50007-2011)

《钢管混凝土结构技术规范》(GB50936-2014)

《钢管混凝土结构设计规程》(CECS28:2012)

《矩形钢管混凝土结构技术规程》(CECS159-2004)

《钢结构焊接规范》(GB50661-2011)

《钢结构高强度螺栓连接技术规程》(JGJ82-2011)

2计算简图、几何信息

计算简图(圆表示支座，数字为节点号)

各节点信息如下走:

节点号x坐标(m)y坐标；m)z坐标(m)X向约束响约束z向约束绕X约束绕y约束绕必束

138.26819.8603.572

238.26819.8603.000VVVVV

346.13213.2002.833

446.13213.200-0.000VJV

552.68713.2004.236

652.68713.200-0.000VV

同济大学3D3s软件

节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕X约束绕y约束绕z约束

752.6879.7665.310

852.68718.6672.527

951.26912.6323.800

1049.49912.3023.376

1144.30612.6192.979

1247.98912.2233.140

1346.02212.2703.009

!146.26514.1762.647

1545.79810.3743.369

1638.04921.0213.663

1738.38319.3693.521

1838.78119.9763.299

1937.25319.6314.113

2038.57324.4913.739

2138.57324.4913.000JVJVJJ

2240.92529.2033.618

2340.92529.2033.000JVJVVJ

2436.21835.9894.547

2536.21835.9893.000JVVJJJ

2642.72836.7203.546

2742.72836.7203.000JVJVJJ

2831.00727.2964.800

2931.00727.2963.000JVJJJJ

3036.48935.2914.785

3135.55835.2594.729

3234.58635.3064.581

3336.59435.9844.576

3438.09535.9644.581

3535.58936.0014.497

3642.60035.3493.694

3741.55037.3193.748

3842.87436.8373.496

3937.93922.9043.861

1()38.81126.4674.035

1138.85624.4243.558

4237.22124.8144.603

4330.54227.3744.426

4429.07427.6133.243

2

同济大学3D3s软件

节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕X约束绕y约束绕Z约束

-1531.13228.3144.900

4630.78425.0984.621

4732.01127.1365.609

4830.39819.5532.581

4930.39819.553-0.000JVJVJJ

5033.02815.1782.042

5133.02815.178-0.000VVJVJJ

5236.25211.9931.541

5336.25211.993-0.000JVJVJJ

5440.2259.7051.066

5540.2259.705-0.000JVJJJJ

5645.9928.2260.615

5745.9928.226-0.000JVJVJJ

5849.4997.9720.451

5949.4997.972-0.000JVJVJJ

6049.4999.8244.084

6149.4999.8243.784JVV,VVJ

6245.79810.3743.069JVJVJJ

6341.76811.9413.322

6441.76811.9413.022JVJVJJ

6538.79314.1443.816

6638.79314.1443.516JVJVJJ

6736.63016.9454.493

6836.63016.9454.193JVJVJJ

6935.40920.5145.137

7035.40920.5144.837JVJVJJ

7135.52524.8895.634

7235.52524.8895.334JVJVJJ

7336.78729.2375.802

7436.78729.2375.502JVJVJJ

7536.61531.1345.792

7636.61531.1345.492JVJVJJ

7735.98031.9565.748

7835.98031.9565.448JJJJJJ

7934.86532.1015.725

8034.86532.1045.425JVJJJJ

8133.10630.7055.743

S233.10630.7055.443JVJJJJ

3

同济大学3D3s软件

节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕x约束绕y约束绕z约束

8331.76925.0555.450

K131.76925.0555.150JVJJJJ

8532.66819.9894.819

8632.66819.9894.519JJJVJJ

8734.75316.0244.050

8834.75316.0243.750VVJVJV

8937.47113.0253.277

9037.47113.0252.977J-JJ-JJJ

9140.94410.7492.543

9240.94410.7492.243JVJVJJ

9346.0489.0821.831

9446.0489.0821.531JJJJJJ

9549.4998.6791.468

9649.4998.6791.168JJJJJ

9752.9388.6161.169

9852.9388.6160.869JJJJJJ

9956.1788.6160.854

10056.1788.6160.554JVJVJJ

10152.9387.9060.306

10252.9387.906-0.000JVJVJJ

10342.67413.2553.055

10441.23814.0733.197

10539.93215.1093.391

10638.88516.2513.595

10737.98917.6113.827

10837.38619.0514.041

10936.98120.8164.259

11036.92022.8204.456

11137.80126.7104.687

11238.49828.5554.714

11343.1089.2881.492

11446.0208.6541.223

11540.58510.2271.805

11638.63511.2622.099

11736.86112.5092.409

11835.31913.9182.718

11933.89115.6013.046

12032.62717.5293.374

同济大学3D3s软件

节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕X约束绕y约束绕Z约束

12131.53319.7713.700

12230.74122.3154.007

12330.36825.1174.271

12430.62328.4374.499

12531.49431.3484.588

12659.4188.6160.540

12759.4188.6160.240VVJVJJ

12857.7988.6160.697

12957.7987.9060.076

13054.5588.6161.012

13154.5587.9060.229

13256.1787.9060.153

13359.4187.906-0.000JVJVJJ

13447.9898.8001.615

13547.9898.0470.521

13651.2698.6211.310

13751.2697.9240.373

13843.2869.7842.166

13942.9308.7930.818

14039.12511.7912.899

14138.14510.7331.298

14236.05014.3963.652

14334.58813.4391.784

14433.63717.8524.438

14531.61717.2062.309

14632.00122.4185.167

14729.48122.2112.847

14828.96625.1783.093

14932.12128.0775.682

15029.12628.7973.315

15151.2699.7664.696

15251.26916.7052.526

15349.49915.1982.547

15447.9899.9603.697

15547.98914.4872.584

15643.72511.0053.246

15744.88714.2332.712

15843.58114.5692.787

5

同济大学3D3s软件

节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕X约束绕y约束绕z约束

15940.20412.9563.520

16042.27215.1902.875

16141.07216.0742.967

16237.62915.4304.144

16340.14017.0733.046

16439.34918.2783.160

16535.90118.5764.817

16638.87119.5253.266

16738.55321.1183.381

16835.26622.6855.422

16938.57422.9563.491

17036.14027.1105.758

17139.46126.3113.615

17231.98332.2504.595

17332.47233.1534.602

17432.87633.7884.600

17533.69634.6024.590

17638.68435.5804.589

17739.14835.0074.600

17839.58634.1914.633

17939.86233.4214.654

18039.70332.0824.676

18139.50431.1764.689

18239.19230.5544.699

18338.88229.6264.711

18431.07634.6873.469

18542.28131.7613.580

18641.38839.2053.450

18738.78240.2373.425

18837.34535.9744.579

18935.73339.4293.427

19033.02637.3423.151

19131.88535.9573.465

19229.88231.9913.433

19340.20927.8723.627

19436.83930.0485.804

19541.65730.5163.600

19634.30738.5083.437

6

同济大学3D3s软件

节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕x约束绕y约束绕z约束

19742.31738.0573.472

19837.20940.0123.423

19942.79233.0303.559

20043.10935.7083.516

20140.21039.9723.434

20243.09834.3883.537

20333.48631.1625.738

20433.86731.6185.734

20534.36631.8615.730

20635.42332.0305.736

20736.29731.5455.770

20836.72730.5915.798

20930.47933.3393.451

21031.05929.8934.543

21132.61329.3915.712

21229.50430.3943.374

21352.6879.7665.010JVVV

各单元信息如下我:

注：等肢单角钢的2、3轴分别对应u、v轴

绕2轴绕3轴绕2轴计绕3轴计

面积i节点j节点

单元号截面名称材料名称长度(m)惯性矩惯性矩算长度算长度

(mm2)释放释放

(x10mm1)(xlO'mm')系数系数

1矩160x160x6x6Q235B0.5733696146314631.1071.159——

2矩160x160x6x6Q235B2.8333696146314631.0521.081——

3矩160x160x6x6Q235B4.2373696146314631.0791.088——

4矩160x160x6x6Q235B3.5983696146314631.0001.000——

5矩160x160x6x6Q235B5.7283696146314631.0001.000——

6矩160x160x6x6Q235B1.5883696146314631.0001.000——

7矩160x160x6x6Q235B1.8503696146314631.0001.000——

8矩160x160x6x6Q235B1.9223696146314631.0001.000——

9矩160x160x6x6Q235B2.1203696146314631.0001.000——

10矩160x160x6x6Q235B0.9533696146314631.0003.038——

11矩160x160x6x6Q235B1.7513696146314631.0001.000——

12矩160x160x6x6Q235B1.0033696146314631.0001.000——

13矩160x160x6x6Q235B1.9423696146314631.0001.491----—

14矩160x160x6x6Q235B1.1853696146314631.0001.000——

7

同济大学3D3s软件

绕2轴绕3轴绕2轴计绕3轴计

面积i节点j节点

单元号截面名称材料名称长度(m)惯性矩惯性矩算长度算长度

(mmJ)释放释放

(xlOmm1)(xlOmm1)系数系数

15矩160x160x6x6Q235B0.5073696146314631.0001.000————

16矩160x160x6x6Q235B0.5933696146314631.0001.000——

17矩160x160x6x6Q235B1.1733696146314631.0001.000——

18矩160x160x6x6Q235B0.7403696146314631.1551.106——

19矩160x160x6x6Q235B0.6183696146314631.2211.299——

20矩160x160x6x6Q235R1.5473696146314631.0761.050——

21矩160x160x6x6Q235B0.5463696146314631.0891.084——

22矩160x160x6x6Q235B1.8013696146314631.0771.142——

23矩160x160x6x6Q235B0.7853696146314631.0001.000——

24矩160x160x6x6Q235B0.9333696146314631.0001.000————

25矩160x160x6x6Q235B0.9853696146314631.0001.000————

26矩160x160x6x6Q235B1.0003696146314631.0001.000——

27矩160x160x6x6Q235B1.6543696146314631.0002.000——

28矩160x160x6x6Q235B0.6313696146314631.0001.000——

29矩160x160x6x6Q235B0.3783696146314632.9874.973——

30矩160x160x6x6Q235B1.3863696146314631.0001.000——

31矩160x160x6x6Q235B1.3373696146314631.0001.000——

32矩160x160x6x6Q235B0.1933696146314631.0001.000——

33矩160x160x6x6Q235B1.7143696146314631.0001.000——

34矩160x160x6x6Q235B2.0123696146314631.0001.000——

35矩160x160x6x6Q235B0.3433696146314631.0001.000——

36矩160x160x6x6Q235B1.6363696146314631.0002.214————

37矩160x160x6x6Q235B1.9003696146314631.0001.317——

38矩160x160x6x6Q235B1.0313696146314631.0001.000——

39矩160x160x6x6Q235B2.2163696146314631.0001.000——

40矩160x160x6x6Q235B1.3003696146314631.0001.000——

41矩160x160x6x6Q235B0.6023696146314631.0004.155——

42矩160x160x6x6Q235B2.5823696146314631.1041.121——

43矩160x160x6x6Q235B2.0423696146314631.1171.114——

44矩160x160x6x6Q235B1.5413696146314631.1491.122——

45矩160x160x6x6Q235B1.0673696146314631.2301.171---—

46矩160x160x6x60235B0.6153696146314631.6201.294————

47矩160x160x6x6Q235B0.4513696146314631.6551.277————

48矩160x160x6x6Q235B0.3003696146314631.6551.502——

49矩160x160x6x6Q235B0.3003696146314631.6151.513——

50矩160x160x6x6Q235B0.3003696146314631.5551.473——

8

同济大学3D3s软件

绕2轴绕3轴绕2轴计绕3轴计

面积i节点j节点

单元号截面名称材料名称长度(m)惯性矩惯性矩算长度算长度

(mmJ)释放释放

(xlOmm1)(xlOmm1)系数系数

51矩160x160x6x6Q235B0.3003696146314631.4861.477——

52矩160x160x6x6Q235B0.3003696146314631.4091.498——

53矩160x160x6x6Q235B0.3003696146314631.4301.701——

54矩160x160x6x6Q235B0.3003696146314631.4541.707——

55矩160x160x6x6Q235B0.3003696146314631.2901.725——

56矩160x160x6x6Q235R0.3003696146314631.1711.338——

57矩160x160x6x6Q235B0.3003696146314631.2821.185——

58矩160x160x6x6Q235B0.3003696146314631.4391.171——

59矩160x160x6x6Q235B0.3003696146314631.2581.323——

60矩160x160x6x6Q235B0.3003696146314631.4601.838————

61矩160x160x6x6Q235B0.3003696146314631.4731.556——

62矩160x160x6x6Q235B0.3003696146314631.4481.467——

63矩160x160x6x6Q235B0.3003696146314631.4561.415——

64矩160x160x6x6Q235B0.3003696146314631.4981.418——

65矩160x160x6x6Q235B0.3003696146314631.7131.461——

66矩160x160x6x6Q235B0.3003696146314631.7471.371——

67矩160x160x6x6Q235B0.3003696146314631.6771.372——

68矩160x160x6x6Q235B0.3003696146314631.5941.369——

69矩160x160x6x6Q235B0.3063696146314631.6721.365——

70矩160x160x6x6Q235B1.5303696146314631.0002.288——

71矩160x160x6x6Q235B1.9723696146314631.0001.776——

72矩160x160x6x6Q235B1.7533696146314631.0003.795————

73矩160x160x6x6Q235B1.6593696146314631.0004.011——

74矩160x160x6x6Q235B1.6783696146314631.0003.964——

75矩160x160x6x6Q235B1.5633696146314631.0001.000——

76矩160x160x6x6Q235B1.6453696146314631.0001.000——

77矩160x160x6x6Q235B1.5753696146314631.0001.000——

78矩160x160x6x6Q235B1.5983696146314631.0002.000——

79矩160x160x6x6Q235B2.0153696146314631.0001.000——

80矩160x160x6x6Q235B2.0213696146314631.0001.000——

81矩160x160x6x6Q235B1.9853696146314631.0001.000————

82矩160x160x6x60235B1.9723696146314631.0001.000————

83矩160x160x6x6Q235B2.9923696146314631.0001.000————

84矩160x160x6x6Q235B2.7113696146314631.0001.000——

85矩160x160x6x6Q235B2.2273696146314631.0001.000——

86矩160x160x6x6Q235B2.1903696146314631.0001.000——

9

同济大学3D3s软件

绕2轴绕3轴绕2轴计绕3轴计

面积i节点j节点

单元号截面名称材料名称长度(m)惯性矩惯性矩算长度算长度

(mmJ)释放释放

(xlOmm1)(xlOmm1)系数系数

87矩160x160x6x6Q235B2.1123696146314631.0001.000——

88矩160x160x6x6Q235B2.2323696146314631.0001.000——

89矩160x160x6x6Q235B2.3283696146314631.0001.000——

90矩160x160x6x6Q235B2.5163696146314631.0001.000——

91矩160x160x6x6Q235B2.6823696146314631.0001.000——

92矩160x160x6x6Q235R2.8393696146314631.0001.000——

93矩160x160x6x6Q235B1.5983696146314631.0002.000——

94矩160x160x6x6Q235B1.6423696146314631.0001.000——

95矩160x160x6x6Q235B0.3003696146314631.6111.546——

96矩160x160x6x6Q235B0.9433696146314631.0001.000————

97矩160x160x6x6Q235B1.0563696146314631.0001.000——

98矩160x160x6x6Q235B0.9983696146314631.0001.000——

99矩160x160x6x6Q235B0.8923696146314631.0001.000——

100矩160x160x6x6Q235B