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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

目录

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

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

3荷载与组合.....................................................................10

3.1荷载工况.................................................................1()

3.2节点荷载.................................................................11

3.3单元荷载.................................................................11

3.4面荷载...................................................................26

3.5其它荷载.................................................................27

3.6荷载组合.................................................................28

4内力位移计算结果...............................................................29

4.1内力......................................................................29

4.1.1最不利内力.........................................................29

4.1.2内力包络及统计.....................................................41

4.2位移......................................................................52

4.2.1组合位移..........................................................52

5设计验算结果...................................................................54

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

5.2设计验算结果表...........................................................60

附录.............................................................................65

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)

1

同济大学3D3S软件

节点编号图

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y向约束z向约束绕X约束绕y约束绕Z约束

11280.141-533.8640.000VJJJJJ

21280.141-533.8645.179

31280.141-525.6640.000VJJJJJ

41280.141-525.6645.180

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

51277.071-533.8640.000VJJJJJ

61277.071-533.8645.179

71277.071-525.6640.000VJJJJJ

81277.071-525.6645.180

91273.401-533.8640.000VJVVVJ

101273.401-533.8645.179

111273.401-525.6640.000VJJJJJ

121273.401-525.6645.180

131270.571-533.8640.000VJJJJJ

141270.571-533.8645.179

151270.571-525.6640.000VVJVVJ

161270.571-525.6645.180

171267.401-533.8640.000VJJVJJ

181267.401-533.8645.179

191267.401-525.6640.000JJJJJJ

201267.401-525.6645.180

211267.401-527.7146.248

221283.211-527.7146.248

231267.401-531.8146.247

241283.211-531.8146.247

251283.211-529.7645.179

261280.141-531.8146.247

271277.071-531.8146.247

281273.401-531.8146.247

291270.571-531.8146.247

301283.211-531.8145.179

311283.211-527.7145.179

321280.141-527.7146.248

331277.071-527.7146.248

341273.401-527.7146.248

351270.571-527.7146.248

361287.101-534.2840.000VJJJJJ

371287.101-534.2843.475

381287.101-529.7640.000JJJJJJ

391287.101-529.7643.475

101287.101-525.2440.000VJVJJV

111287.101-525.2443.475

121283.211-525.6643.475

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

431283.211-529.7643.475

441283.211-533.8643.475

451283.211-533.8645.179

461283.211-525.6645.180

471267.401-529.7647.315

481270.571-529.7647.315

491273.401-529.7647.315

501277.071-529.7647.315

511280.141-529.7647.315

521283.211-529.7647.315

531283.211-525.6640.000VVJVVJ

541283.211-533.8640.000VJVVVJ

551287.101-531.8140.000VJJVJJ

561287.101-531.8143.475

571283.211-531.8143.475

581287.101-527.7140.000JJJJJJ

591287.101-527.7143.475

601283.211-527.7143.475

611280.141-529.7645.179

621280.141-527.7145.180

631280.141-531.8145.179

641277.071-529.7645.179

651277.071-527.7145.180

661277.071-531.8145.179

671273.401-529.7645.179

681273.401-527.7145.180

691273.401-531.8145.179

701270.571-529.7645.179

711270.571-527.7145.180

721270.571-531.8145.179

731267.401-529.7645.179

741267.401-527.7145.180

751267.401-531.8145.179

761281.676-532.8395.713

771281.676-530.7896.781

781281.676-528.7396.781

791281.676-526.6895.714

801268.986-532.8395.713

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

811268.986-530.7896.781

821268.986-528.7396.781

831268.986-526.6895.714

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'mm')系数系数

1矩150x150x6x6Q235B3.1703456119611961.0001.000——

2矩150x150x6x6Q235B2.8303456119611961.0001.000——

3矩200x200x8x8Q235B5.1796144378137811.0681.063——

4矩200x200x8x8Q235B5.1806144378137811.0681.063——

5矩200x200x8x8Q235B5.1796144378137811.0701.070——

6矩200x200x8x8Q235B5.1806144378137811.0701.070——

7矩200x200x8x8Q235B5.1796144378137811.0701.068——

8矩200x200x8x8Q235B5.1806144378137811.0701.068——

9矩200x200x8x8Q235B5.1796144378137811.0681.062——

10矩200x200x8x8Q235B5.1806144378137811.0681.062——

11矩200x200x8x8Q235B5.1796144378137811.0681.106——

12矩200x200x8x8Q235B5.1806144378137811.0681.106——

13矩150x150x6x6Q235B3.6703456119611961.0001.000——

14矩150x150x6x6Q235B3.0703456119611961.0001.000——

15矩150x150x6x6Q235B3.0703456119611961.0001.000——

16矩150x150x6x6Q235B3.1703456119611961.0001.000——

17矩150x150x6x6Q235B2.8303456119611961.0001.000——

18矩150x150x6x6Q235B3.6703456119611961.0001.000——

19矩150x150x6x6Q235B3.0703456119611961.0001.000——

20矩150x150x6x6Q235B3.0703456119611961.0001.000——

21矩150x150x6x6Q235B3.1703456119611961.0001.000——

22矩100x100x6x6Q235B2.31222563343341.0001.000RIR2R3R2R3

23矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

24矩150x150x6x6Q235B2.8303456119611961.0001.000——

25矩150x150x6x6Q235B3.6703456119611961.0001.000——

26矩150x150x6x6Q235B3.0703456119611961.0001.000——

27矩150x150x6x6Q235B3.0703456119611961.0001.000——

28矩200x200x8x8Q235B3.4756144378137811.8461.926——

5

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

29矩200x200x8x8Q235B1.7056144378137812.0742.359——

30矩120x60x5x5Q235B3.47517001013091.0551.192——

31矩120x60x5x5Q235B3.47517001013091.0331.190——

32矩120x60x5x5Q235B3.47517001013091.0551.192——

33矩120x60x5x5Q235B3.91317001013091.0001.000——

34矩200x200x8x8Q235B3.4756144378137811.8461.926——

35矩120x60x5x5Q235B3.89017001013091.0001.000——

36矩120x60x5x5Q235B3.91317001013091.0001.000——

37矩120x60x5x5Q235B1.70417001013091.0492.717——

38矩200x200x8x8Q235B1.7046144378137812.0742.360——

39矩120x60x5x5Q235B2.47017001013091.0001.000——

40矩120x60x5x5Q235B2.05017001013091.0001.000——

41矩120x60x5x5Q235B2.05017001013091.0001.000——

42矩120x60x5x5Q235B2.05017001013091.0001.000——

43矩120x60x5x5Q235B2.05017001013091.0001.000——

44矩120x60x5x5Q235B2.05017001013091.0001.000——

45矩200x200x8x8Q235B2.0506144378137814.0001.000——

46矩200x200x8x8Q235B2.0506144378137814.0001.000——

47矩200x200x8x8Q235B2.0506144378137814.0001.000——

48矩200x200x8x8Q235B2.0506144378137814.0001.000——

49矩200x200x8x8Q235B2.0506144378137814.0001.000——

50矩200x200x8x8Q235B2.0506144378137814.0001.000——

51矩200x200x8x8Q235B2.0506144378137814.0001.000——

52矩200x200x8x8Q235B2.0506144378137814.0001.000——

53矩200x200x8x8Q235B2.0506144378137814.0001.000——

54矩200x200x8x8Q235B2.0506144378137814.0001.000——

55矩200x200x8x8Q235B2.0506144378137814.0001.000——

56矩200x200x8x8Q235B2.0506144378137814.0001.000——

57矩200x200x8x8Q235B2.0506144378137814.0001.000——

58矩200x200x8x8Q235B2.0506144378137814.0001.000——

59矩200x200x8x8Q235B2.0506144378137814.0001.000——

60矩200x200x8x8Q235B2.0506144378137814.0001.000——

61矩120x60x5x5Q235B3.47517001013091.0341.190——

62矩120x60x5x5Q235B3.89017001013091.0001.000——

63矩120x60x5x5Q235B1.70417001013091.0492.717——

61矩120x60x5x5Q235B3.47517001013091.0341.190——

6

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

65矩120x60x5x5Q235B3.89017001013091.0001.000——

66矩120x60x5x5Q235B1.70417001013091.0492.717——

67矩200x200x8x8Q235B2.0506144378137814.0001.000——

68矩200x200x8x8Q235B2.0506144378137814.0001.000——

69矩120x60x5x5Q235B2.05017001013091.0001.000——

70矩120x60x5x5Q235B2.47017001013091.0001.000——

71矩100x100x6x6Q235B2.13622563343341.0001.000RIR2R3R2R3

72矩100x100x6x6Q235B2.31122563343341.0001.000RIR2R3R2R3

73矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

74矩100x100x6x6Q235B2.31222563343341.0001.000RiR2R3R2R3

75矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

76矩100x100x6x6Q235B2.13622563343341.0001.000RIR2R3R2R3

77矩100x100x6x6Q235B2.31122563343341.0001.000RIR2R3R2R3

78矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

79矩100x100x6x6Q235B2.31222563343341.0001.000RIR2R3R2R3

80矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

81矩100x100x6x6Q235B2.13622563343341.0001.000RiR2R3R2R3

82矩100x100x6x6Q235B2.31122563343341.0001.000RIR2R3R2R3

83矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

84矩100x100x6x6Q235B2.31222563343341.0001.000RIR2R3R2R3

85矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

86矩100x100x6x6Q235B2.13622563343341.0001.000RIR2R3R2R3

87矩100x100x6x6Q235B2.31122563343341.0001.000RIR2R3R2R3

88矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

89矩100x100x6x6Q235B2.31222563343341.0001.000RIR2R3R2R3

90矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

91矩100x100x6x6Q235B2.13622563343341.0001.000RIR2R3R2R3

92矩100x100x6x6Q235B2.31122563343341.0001.000RIR2R3R2R3

93矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

94矩100x100x6x6Q235B2.31222563343341.0001.000RIR2R3R2R3

95矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

96矩100x100x6x6Q235B2.13622563343341.0001.000RIR2R3R2R3

97矩100x100x6x6Q235B2.31122563343341.0001.000RIR2R3R2R3

98矩100x100x6x6Q235B1.06822563343341.0001.000RIR2R3R2R3

99矩200x200x8x8Q235B3.0706144378137811.0001.000——

100矩200x200x8x8Q235B3.0706144378137811.0001.000——

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

101矩200x200x8x8Q235B3.6706144378137811.0001.000——

102矩200x200x8x8Q235B2.8306144378137811.0001.000——

103矩200x200x8x8Q235B3.1706144378137811.0001.000——

104矩200x200x8x8Q235B3.0706144378137811.0001.000——

105矩200x200x8x8Q235B3.0706144378137811.0001.000——

106矩200x200x8x8Q235B3.6706144378137811.0001.000——

107矩200x200x8x8Q235B2.8306144378137811.0001.000——

108矩200x200x8x8Q235B3.1706144378137811.0001.000——

109矩150x150x6x6Q235B2.3113456119611961.0001.000——

110矩150x150x6x6Q235B2.3113456119611961.0001.000——

111矩150x150x6x6Q235B2.3113456119611961.0001.000——

112矩150x150x6x6Q235B2.3113456119611961.0001.000——

113矩150x150x6x6Q235B2.3113456119611961.0001.000——

114矩150x150x6x6Q235B2.3113456119611961.0001.000——

115矩150x150x6x6Q235B2.3113456119611961.0001.000——

116矩150x150x6x6Q235B2.3113456119611961.0001.000——

117矩150x150x6x6Q235B2.3113456119611961.0001.000——

118矩150x150x6x6Q235B2.3113456119611961.0001.000——

119矩150x150x6x6Q235B2.3113456119611961.0001.000——

120矩150x150x6x6Q235B2.3113456119611961.0001.000——

121矩150x150x6x6Q235B2.3113456119611961.0001.000——

122矩150x150x6x6Q235B2.3113456119611961.0001.000——

123矩150x150x6x6Q235B2.3113456119611961.0001.000——

124矩150x150x6x6Q235B2.3113456119611961.0001.000——

125矩150x150x6x6Q235B2.3113456119611961.0001.000——

126矩150x150x6x6Q235B2.3113456119611961.0001.000——

127矩150x150x6x6Q235B2.3113456119611961.0001.000——

128矩150x150x6x6Q235B2.3113456119611961.0001.000——

129矩150x150x6x6Q235B2.3113456119611961.0001.000——

130矩150x150x6x6Q235B2.3113456119611961.0001.000——

131矩150x150x6x6Q235B2.3113456119611961.0001.000——

132矩150x150x6x6Q235B2.3113456119611961.0001.000——

133矩200x200x8x8Q235B2.0506144378137814.0001.000——

131矩200x200x8x8Q235B2.0506144378137814.0001.000——

135矩200x200x8x8Q235B2.0506144378137814.0001.000——

136矩200x200x8x8Q235B2.0506144378137814.0001.000——

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

137矩200x200x8x8Q235B2.0506144378137814.0001.000——

138矩200x200x8x8Q235B2.0506144378137814.0001.000——

139矩100x100x6x6Q235B1.96222563343341.0002.000RIR2R3—

140矩100x100x6x6Q235B1.96222563343341.0002.000—R2R3

111矩100x100x6x6Q235B1.96222563343341.0002.000RIR2R3—

142矩100x100x6x6Q235B1.96222563343341.0002.000—R2R3

143矩100x100x6x6Q235B1.96222563343341.0002.000RIR2R3—

144矩100x100x6x6Q235B1.96222563343341.0002.000—R2R3

145矩100x100x6x6Q235B1.96222563343341.0002.000RIR2R3—

146矩100x100x6x6Q235B1.96222563343341.0002.000—R2R3

147矩100x100x6x6Q235B1.96222563343341.0001.000RIR2R3—

148矩100x100x6x6Q235B1.96222563343341.0001.000—R2R3

149矩100x100x6x6Q235B1.96222563343341.0001.000RIR2R3—

150矩100x100x6x6Q235B1.96222563343341.0001.000—R2R3

151矩100x100x6x6Q235B1.96222563343341.0001.000RIR2R3—

152矩100x100x6x6Q235B1.96222563343341.0001.000—R2R3

153矩100x100x6x6Q235B1.96222563343341.0001.000RiR2R3—

154矩100x100x6x6Q235B1.96222563343341.0001.000—R2R3

155矩100x100x6x6Q235B1.92122563343341.0002.000RIR2R3—

156矩100x100x6x6Q235B1.92122563343341.0002.000—R2R3

157矩100x100x6x6Q235B1.92122563343341.0002.000RIR2R3—

158矩100x100x6x6Q235B1.92122563343341.0002.000—R2R3

159矩100x100x6x6Q235B1.92122563343341.0002.000RIR2R3—

160矩100x100x6x6Q235B1.92122563343341.0002.000—R2R3

161矩100x100x6x6Q235B1.9212256334334

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