天橋屋面鋼結(jié)構(gòu)計(jì)算書(shū)

計(jì)算書(shū)

CALCULATIONDOCUMENT

工程編號(hào)：___________________________

工程名稱：___________________________

項(xiàng)目名稱：___________________________

設(shè)計(jì)階段：___________________________

設(shè)計(jì)專業(yè)：___________________________

計(jì)算內(nèi)容：___________________________

專業(yè)負(fù)責(zé)人：_________________________

計(jì)算人：___________________________

校對(duì)人：___________________________

審核人：___________________________

日期：___________________________

3D3S此處填寫(xiě)設(shè)計(jì)單位名稱

Nameofthedesigncompanyhere

目錄

1設(shè)計(jì)依據(jù)........................................................................1

2計(jì)算簡(jiǎn)圖、幾何信息..............................................................1

3荷載與組合.....................................................................13

3.1節(jié)點(diǎn)荷載.................................................................14

3.2單元荷載.................................................................14

3.3其它荷載.................................................................16

3.4荷載組合.................................................................16

4內(nèi)力位移計(jì)算結(jié)果...............................................................17

4.1內(nèi)力......................................................................17

4.1.1最不利內(nèi)力.........................................................17

4.1.2內(nèi)力包絡(luò)及統(tǒng)計(jì).....................................................24

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

4.2.1組合位移...........................................................32

5設(shè)計(jì)驗(yàn)算結(jié)果...................................................................37

5.1設(shè)計(jì)驗(yàn)算結(jié)果圖及統(tǒng)計(jì)表...................................................37

5.2設(shè)計(jì)驗(yàn)算結(jié)果表...........................................................41

附錄.............................................................................48

同濟(jì)大學(xué)3D3S軟件

1設(shè)計(jì)依據(jù)

《冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB50018-2002)

《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)

《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)

《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》(GB50007-2011)

《鋼結(jié)構(gòu)焊接規(guī)范》(GB50661-2011)

《鋼結(jié)構(gòu)高強(qiáng)度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)

2計(jì)算簡(jiǎn)圖、幾何信息

計(jì)算簡(jiǎn)圖（圓表示支座，數(shù)字為節(jié)點(diǎn)號(hào)）

1

同濟(jì)大學(xué)3D3S軟件

節(jié)點(diǎn)編號(hào)圖

玨翎就沫45

41閽燎微徵.…

49-?窯兌?繇瑞螺胤

丁%鴕燒攜「一二黑惠舞05

I3502索I涕潦］潦:這28?了.需79細(xì)。97

I>4^224訐362—723O-fl7；；；2?c照9

I溜)明瑞—禧怨”擲

I*76%弼d幺鐐二千板04?乳力<82185273

Y強(qiáng)修—磷囑枷

邛摘稠微揩找檄‘/

1X8'84<<-'-^，汴/1

?><70I：；—?"/

?y.'什

Iy

單元編號(hào)圖

各節(jié)點(diǎn)信息如下表:

節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)X向約束響約束Z向約束繞X約束繞y約束繞Z約束

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

同濟(jì)大學(xué)3D3S軟件

節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)X向約束y向約束z向約束繞X約束繞y約束繞z約束

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

同濟(jì)大學(xué)3D3S軟件

節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)X向約束y向約束z向約束繞X約束繞y約束繞z約束

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

同濟(jì)大學(xué)3D3S軟件

節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)X向約束y向約束Z向約束繞X約束繞y約束繞Z約束

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

同濟(jì)大學(xué)3D3S軟件

節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)X向約束y向約束Z向約束繞X約束繞y約束繞Z約束

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

同濟(jì)大學(xué)3D3S軟件

各單元信息如下表:

注：等肢單角鋼的2、3軸分別對(duì)應(yīng)u、v軸

繞2軸繞3軸繞2軸計(jì)繞3軸計(jì)

面積i節(jié)點(diǎn)j節(jié)點(diǎn)

單元號(hào)截面名稱材料名稱長(zhǎng)度(m)慣性矩慣性矩算長(zhǎng)度算長(zhǎng)度

(mm2)釋放釋放

(xlO'mm1)(xlO'mm1)系數(shù)系數(shù)

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

同濟(jì)大學(xué)3D3S軟件

繞2軸繞3軸繞2軸計(jì)繞3軸計(jì)

面積i節(jié)點(diǎn)j節(jié)點(diǎn)

單元號(hào)截面名稱材料名稱長(zhǎng)度(m)慣性矩慣性矩算長(zhǎng)度算長(zhǎng)度

(mm2)釋放釋放

(xlO'mm1)(xlO'mm1)系數(shù)系數(shù)

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

同濟(jì)大學(xué)3D3S軟件

繞2軸繞3軸繞2軸計(jì)繞3軸計(jì)

面積i節(jié)點(diǎn)j節(jié)點(diǎn)

單元號(hào)截面名稱材料名稱長(zhǎng)度(m)慣性矩慣性矩算長(zhǎng)度算長(zhǎng)度

(mm2)釋放釋放

(xlO'mm1)(xlO'mm1)系數(shù)系數(shù)

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

同濟(jì)大學(xué)3D3S軟件

繞2軸繞3軸繞2軸計(jì)繞3軸計(jì)

面積i節(jié)點(diǎn)j節(jié)點(diǎn)

單元號(hào)截面名稱材料名稱長(zhǎng)度(m)慣性矩慣性矩算長(zhǎng)度算長(zhǎng)度

(mm2)釋放釋放

(xlO'mm1)(xlO'mm1)系數(shù)系數(shù)

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