天桥屋面钢结构计算书

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.....................................................................13

3.1节点荷载.................................................................14

3.2单元荷载.................................................................14

3.3其它荷载.................................................................16

3.4荷载组合.................................................................16

4内力位移计算结果...............................................................17

4.1内力......................................................................17

4.1.1最不利内力.........................................................17

4.1.2内力包络及统计.....................................................24

4.2位移......................................................................32

4.2.1组合位移...........................................................32

5设计验算结果...................................................................37

5.1设计验算结果图及统计表...................................................37

5.2设计验算结果表...........................................................41

附录.............................................................................48

同济大学3D3S软件

1设计依据

《冷弯薄壁型钢结构技术规范》(GB50018-2002)

《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）

1

同济大学3D3S软件

节点编号图

珏翎就沫45

41阍燎微徵.…

49-«窑兑«繇瑞螺胤

丁%鸵烧携「一二黑惠舞05

I3502索I涕潦］潦:这28?了.需79细。97

I>4^224讦362—723O-fl7；；；2«c照9

I溜)明瑞—禧怨”掷

I*76%弼d幺镣二千板04?乳力<82185273

Y强修—磷嘱枷

邛摘稠微揩找檄‘/

1X8'84<<-'-^，汴/1

•><70I：；—•"/

।y.'什

Iy

单元编号图

各节点信息如下表:

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Z约束

113.29725.243-0.350

21.69725.2430.000

313.29725.243-0.950VV

48.79725.243-0.950VVV

58.79725.243-0.214

61.69725.243-0.950VVV

713.29723.343-0.350

81.69723.3430.000

913.29723.343-0.950VVV

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

108.79723.343-0.950JJJ

118.79723.343-0.214

121.69723.343-0.950VVV

1313.29721.443-0.350

141.69721.4430.000

1513.29721.443-0.950JVV

168.79721.443-0.950JJV

178.79721.443-0.214

181.69721.443-0.950JJJ

1913.29719.693-0.350

201.69719.6930.000

2113.29719.693-0.950JVV

228.79719.693-0.950JVV

238.79719.693-0.214

241.69719.693-0.950JJJ

2513.29717.943-0.350

261.69717.9430.000

2713.29717.943-0.950JVJ

288.79717.943-0.950JVJ

298.79717.943-0.214

301.69717.943-0.950JJV

3113.29716.193-0.350

321.69716.1930.000

3313.29716.193-0.950JJV

348.79716.193-0.950JVJ

358.79716.193-0.214

361.69716.193-0.950JJJ

3713.29714.443-0.350

381.69714.4430.000

3913.29714.443-0.950JJV

408.79714.443-0.950JJV

418.79714.443-0.214

421.69714.443-0.950JVJ

4313.29712.593-0.350

441.69712.5930.000

1513.29712.593-0.950JJV

468.79712.593-0.950VJV

478.79712.593-0.214

IS1.69712.593-0.950VJJ

4913.29710.743-0.350

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

501.69710.7430.000

5113.29710.743-0.950JJJ

528.79710.743-0.950VVV

538.79710.743-0.214

541.69710.743-0.950JVV

5513.2978.893-0.350

561.6978.8930.000

5713.2978.893-0.950JJJ

588.7978.893-0.950JJJ

598.7978.893-0.214

601.6978.893-0.950VVV

6113.2977.043-0.350

621.6977.0430.000

6313.2977.043-0.950JJV

648.7977.043-0.950JJJ

658.7977.043-0.214

661.6977.043-0.950VVV

6713.2975.143-0.350

681.6975.1430.000

6913.2975.143-0.950JJJ

708.7975.143-0.950JJV

718.7975.143-0.214

721.6975.143-0.950JJJ

7313.2973.393-0.350

741.6973.3930.000

7513.2973.393-0.950JVJ

768.7973.393-0.950JJJ

778.7973.393-0.211

781.6973.393-0.950JVV

7913.2971.943-0.350

801.6971.9430.000

8113.2971.943-0.950JJJ

828.7971.943-0.950JVJ

838.7971.943-0.214

841.6971.943-0.950JVV

8511.8973.393-0.308

8611.8971.943-0.308

8710.1471.943-0.255

S810.1473.393-0.255

898.3971.943-0.202

4

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

908.3973.393-0.202

916.6471.943-0.149

926.6473.393-0.149

934.8971.943-0.097

944.8973.393-0.097

953.1471.943-0.044

963.1473.393-0.044

9711.8975.143-0.308

9810.1475.143-0.255

998.3975.143-0.202

1006.6475.143-0.149

1014.8975.143-0.097

1023.1475.143-0.044

10311.8977.043-0.308

10410.1477.043-0.255

1058.3977.043-0.202

1066.6477.043-0.149

1074.8977.043-0.097

1083.1477.043-0.044

10911.8978.893-0.308

11010.1478.893-0.255

1118.3978.893-0.202

1126.6478.893-0.149

1134.8978.893-0.097

1143.1478.893-0.044

11511.89710.743-0.308

11610.14710.743-0.255

1178.39710.743-0.202

1186.64710.743-0.149

1194.89710.743-0.097

1203.14710.743-0.044

12111.89712.593-0.308

12210.14712.593-0.255

1238.39712.593-0.202

1246.64712.593-0.149

1254.89712.593-0.097

1263.14712.593-0.044

12711.89714.443-0.308

12810.14714.443-0.255

1298.39714.443-0.202

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

1306.64714.443-0.149

1314.89714.443-0.097

1323.14714.443-0.044

13311.89716.193-0.308

13410.14716.193-0.255

1358.39716.193-0.202

1366.64716.193-0.149

1374.89716.193-0.097

1383.14716.193-0.044

13911.89717.943-0.308

14010.14717.943-0.255

1418.39717.943-0.202

1426.64717.943-0.149

1434.89717.943-0.097

1443.14717.943-0.044

14511.89719.693-0.308

14610.14719.693-0.255

1478.39719.693-0.202

1486.64719.693-0.149

1494.89719.693-0.097

1503.14719.693-0.044

15111.89721.443-0.308

15210.14721.443-0.255

1538.39721.443-0.202

1546.64721.443-0.149

1554.89721.443-0.097

1563.14721.443-0.044

15711.89723.343-0.308

15810.14723.343-0.255

1598.39723.343-0.202

1606.64723.343-0.149

1614.89723.343-0.097

1623.14723.343-0.044

16311.89725.243-0.308

16410.14725.243-0.255

1658.39725.243-0.202

1666.64725.243-0.149

1674.89725.243-0.097

1683.14725.243-0.044

6

同济大学3D3S软件

各单元信息如下表:

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

(xlO'mm1)(xlO'mm1)系数系数

1矩200x150x6.0Q355B1.3513960145722681.4811.481——

2矩200x150x6.0Q355B0.6003960145722684.0243.974——

3矩200x150x6.0Q355B0.7363960145722681.0001.000——

4矩200x150x6.0Q355B0.9503960145722683.3993.968——

5矩200x150x6.0Q355B0.4003960145722684.9984.998——

6矩200x150x6.0Q355B0.6003960145722683.1493.974——

7矩200x150x6.0Q355B0.7363960145722681.0001.000——

8矩200x150x6.0Q355B0.9503960145722682.7653.968——

9矩200x150x6.0Q355B1.7513960145722681.1421.142——

10矩200x150x6.0Q355B0.6003960145722683.1083.974——

11矩200x150x6.0Q355B0.7363960145722681.0001.000——

12矩200x150x6.0Q355B0.9503960145722682.7363.968——

13矩200x150x6.0Q355B1.7513960145722681.1421.142——

14矩200x150x6.0Q355B0.6003960145722683.0703.974——

15矩200x150x6.0Q355B0.7363960145722681.0001.000——

16矩200x150x6.0Q355B0.9503960145722682.7093.968——

17矩200x150x6.0Q355B1.7513960145722681.1421.142——

18矩200x150x6.0Q355B0.6003960145722683.0703.974——

19矩200x150x6.0Q355B0.7363960145722681.0001.000——

20矩200x150x6.0Q355B0.9503960115722682.7093.968——

21矩200x150x6.0Q355B1.4513960145722681.3791.379——

22矩200x150x6.0Q355B0.6003960145722683.0703.974——

23矩200x150x6.0Q355B0.7363960145722681.0001.000——

24矩200x150x6.0Q355B0.9503960145722682.7093.968——

25矩200x150x6.0Q355B1.4013960145722681.4281.428——

26矩200x150x6.0Q355B0.6003960115722683.0953.974——

27矩200x150x6.0Q355B0.7363960145722681.0001.000——

28矩200x150x6.0Q355B0.9503960145722682.7273.968——

29矩200x150x6.0Q355B1.7513960145722681.1421.142——

30矩200x150x6.0Q355B0.6003960145722683.1223.974——

31矩200x150x6.0Q355B0.7363960145722681.0001.000——

32矩200x150x6.0Q355B0.9503960145722682.7463.968——

33矩200x150x6.0Q355B1.3513960145722681.4811.481——

34矩200x150x6.0Q355B0.6003960145722683.1223.974——

35矩200x150x6.0Q355B0.7363960145722681.0001.000——

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

(mm2)释放释放

(xlO'mm1)(xlO'mm1)系数系数

36矩200x150x6.0Q355B0.9503960145722682.7463.968——

37矩200x150x6.0Q355B0.4003960145722684.9984.998——

38矩200x150x6.0Q355B0.6003960145722683.1223.974——

39矩200x150x6.0Q355B0.7363960145722681.0001.000——

40矩200x150x6.0Q355B0.9503960145722682.7463.968——

41矩200x150x6.0Q355B1.7513960145722681.1421.142——

42矩200x150x6.0Q355B0.6003960145722683.1353.974——

43矩200x150x6.0Q355B0.7363960145722681.0001.000——

44矩200x150x6.0Q355B0.9503960145722682.7553.968——

45矩200x150x6.0Q355B1.7513960145722681.1421.142——

46矩200x150x6.0Q355B0.6003960145722683.1083.974——

47矩200x150x6.0Q355B0.7363960145722681.0001.000——

48矩200x150x6.0Q355B0.9503960145722682.7363.968——

49矩200x150x6.0Q355B1.7513960145722681.1421.142——

50矩200x150x6.0Q355B0.6003960145722682.9823.974——

51矩200x150x6.0Q355B0.7363960145722681.0001.000——

52矩200x150x6.0Q355B0.9503960145722682.6483.968——

53矩200x150x6.0Q355B1.4513960145722681.3791.379——

54矩200x150x6.0Q355B0.6003960145722683.6343.974——

55矩200x150x6.0Q355B0.7363960145722681.0001.000——

56矩200x150x6.0Q355B0.9503960145722683.1133.968——

57矩150x100x4.0Q355B1.45018953195951.3791.379——

58矩150x100x4.0Q355B1.45018953195951.3791.379——

59矩150x100x4.0Q355B1.45018953195951.3791.379——

60矩150x100x4.0Q355B1.45018953195951.3791.379——

61矩150x100x4.0Q355B1.45018953195951.3791.379——

62矩150x100x4.0Q355B1.45018953195951.3791.379——

63矩150x100x4.0Q355B1.45018953195951.3791.379——

64矩150x100x4.0Q355B1.45018953195951.3791.379——

65矩150x100x4.0Q355B1.75018953195951.1431.143——

66矩150x100x4.0Q355B1.75018953195951.1431.143——

67矩150x100x4.0Q355B1.75018953195951.1431.143——

68矩150x100x4.0Q355B1.75018953195951.1431.143——

69矩150x100x4.0Q355B1.75018953195951.1431.143——

70矩150x100x4.0Q355B1.75018953195951.1431.143——

71矩150x100x4.0Q355B1.75018953195951.1431.143——

72矩150x100x4.0Q355B1.75018953195951.1431.143——

73矩150x100x4.0Q355B1.90018953195951.0531.053——

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

(mm2)释放释放

(xlO'mm1)(xlO'mm1)系数系数

74矩150x100x4.0Q355B1.90018953195951.0531.053——

75矩150x100x4.0Q355B1.90018953195951.0531.053——

76矩150x100x4.0Q355B1.90018953195951.0531.053——

77矩150x100x4.0Q355B1.90018953195951.0531.053——

78矩150x100x4.0Q355B1.90018953195951.0531.053——

79矩150x100x4.0Q355B1.90018953195951.0531.053——

80矩150x100x4.0Q355B1.90018953195951.0531.053——

81矩150x100x4.0Q355B1.85018953195951.0811.081——

82矩150x100x4.0Q355B1.85018953195951.0811.081——

83矩150x100x4.0Q355B1.85018953195951.0811.081——

84矩150x100x4.0Q355B1.85018953195951.0811.081——

85矩150x100x4.0Q355B1.85018953195951.0811.081——

86矩150x100x4.0Q355B1.85018953195951.0811.081——

87矩150x100x4.0Q355B1.85018953195951.0811.081——

88矩150x100x4.0Q355B1.85018953195951.0811.081——

89矩150x100x4.0Q355B1.85018953195951.0811.081——

90矩150x100x4.0Q355B1.85018953195951.0811.081——

91矩150x100x4.0Q355B1.85018953195951.0811.081——

92矩150x100x4.0Q355B1.85018953195951.0811.081——

93矩150x100x4.0Q355B1.85018953195951.0811.081——

94矩150x100x4.0Q355B1.85018953195951.0811.081——

95矩150x100x4.0Q355B1.85018953195951.0811.081——

96矩150x100x4.0Q355B1.85018953195951.0811.081——

97矩150x100x4.0Q355B1.85018953195951.0811.081——

98矩150x100x4.0Q355B1.85018953195951.0811.081——

99矩150x100x4.0Q355B1.85018953195951.0811.081——

100矩150x100x4.0Q355B1.85018953195951.0811.081——

101矩150x100x4.0Q355B1.85018953195951.0811.081——

102矩150x100x4.0Q355B1.85018953195951.0811.081——

103矩150x100x4.0Q355B1.85018953195951.0811.081——

104矩150x100x4.0Q355B1.85018953195951.0811.081——

105矩150x100x4.0Q355B1.85018953195951.0811.081——

106矩150x100x4.0Q355B1.85018953195951.0811.081——

107矩150x100x4.0Q355B1.85018953195951.0811.081——

108矩150x100x4.0Q355B1.85018953195951.0811.081——

109矩150x100x4.0Q355B1.85018953195951.0811.081——

110矩150x100x4.0Q355B1.85018953195951.0811.081——

111矩150x100x4.0Q355B1.85018953195951.0811.081——

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

(mm2)释放释放

(xlO'mm1)(xlO'mm1)系数系数

112矩150x100x4.0Q355B1.85018953195951.0811.081——

113矩150x100x4.0Q355B1.75018953195951.1431.143——

114矩150x100x4.0Q355B1.75018953195951.1431.143——

115矩150x100x4.0Q355B1.75018953195951.1431.143——

116矩150x100x4.0Q355B1.75018953195951.1431.143——

117矩150x100x4.0Q355B1.75018953195951.1431.143——

118矩150x100x4.0Q355B1.75018953195951.1431.143——

119矩150x100x4.0Q355B1.75018953195951.1431.143——

120矩150x100x4.0Q355B1.75018953195951.1431.143——

121矩150x100x4.0Q355B1.75018953195951.1431.143——

122矩150x100x4.0Q355B1.75018953195951.1431.143——

123矩150x100x4.0Q355B1.75018953195951.1431.143——

124矩150x100x4.0Q355B1.75018953195951.1431.143——

125矩150x100x4.0Q355B1.75018953195951.1431.143——

126矩15