中南大学 矩阵位移法 报告Word文档下载推荐.docx

中南大学 矩阵位移法 报告Word文档下载推荐.docx

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10110.162.13E-3

11120.162.13E-3

12130.162.13E-3

00

04.5

07.7

010.9

3.810.9

7.60

7.64.5

7.67.7

7.610.9

11.40

11.44.5

11.47.7

11.410.9

110

120

130

610

620

630

1010

1020

1030

4

310000

410000

500-15

900-15

7

13204.5

54-367.6

44-367.6

42-263.8

124-363.8

114-363.8

112-262.7

输出结果：

InputDataFileName:

Data1.txt

OutputFileName:

Outcome1.txt

************************************************

***Inputdata****

***Homework12013.6.12****

***kNkNm****

************************************************

TheInputData

TheGeneralInformation

ENMNJNSNLC

3.000E+04161391

TheInformationofMembers

memberstartendAI

1121.600000E-012.133300E-03

2231.600000E-012.133300E-03

3341.600000E-012.133300E-03

4272.975000E-011.791200E-02

5382.975000E-011.791200E-02

6452.975000E-011.791200E-02

7592.975000E-011.791200E-02

8671.600000E-012.130000E-03

9781.600000E-012.130000E-03

10891.600000E-012.130000E-03

117112.100000E-016.300000E-03

128122.100000E-016.300000E-03

139132.100000E-016.300000E-03

1410111.600000E-012.130000E-03

1511121.600000E-012.130000E-03

1612131.600000E-012.130000E-03

TheJointCoordinates

jointXY

1.000000.000000

2.0000004.500000

3.0000007.700000

4.00000010.900000

53.80000010.900000

67.600000.000000

77.6000004.500000

87.6000007.700000

97.60000010.900000

1011.400000.000000

1111.4000004.500000

1211.4000007.700000

1311.40000010.900000

TheInformationofSupports

ISVS

11.000000

12.000000

13.000000

61.000000

62.000000

63.000000

101.000000

102.000000

103.000000

LoadingCase1

TheLoadingsatJoints

NLJ=4

jointFXFYFM

3100.000000.000000.000000

4100.000000.000000.000000

5.000000.000000-15.000000

9.000000.000000-15.000000

TheLoadingsatMembers

NLM=7

membertypeVFDST

1320.0000004.500000

54-36.0000007.600000

44-36.0000007.600000

42-26.0000003.800000

124-36.0000003.800000

114-36.0000003.800000

112-26.0000002.700000

TheResultsofCalculation

TheJointDisplacements

jointuvrotation

17.112437E-21-1.637885E-20-1.783029E-20

21.133011E+01-1.535517E-01-1.284847E+00

31.609903E+01-2.069608E-01-9.283196E-01

41.846865E+01-1.982339E-01-1.265198E-01

51.843288E+01-3.427796E-01-8.184751E-03

69.606586E-21-4.107481E-20-2.155901E-20

71.132785E+01-3.850763E-013.930157E-02

81.602478E+01-5.148271E-016.629415E-02

91.839711E+01-5.044692E-01-1.355430E-01

107.780977E-21-2.982635E-20-1.881281E-20

111.131551E+01-2.796220E-01-9.194458E-01

121.600894E+01-3.700621E-01-4.820412E-01

131.837835E+01-3.891469E-01-1.682905E-01

TheTerminalForces

memberFNFSM

1start1163.788460116.124366212.052911

end2-163.788460-26.124366108.006736

2start280.11374328.77750538.913577

end3-80.113743-28.77750553.174432

3start3-13.09042715.9811849.534146

end413.090427-15.98118441.605639

4start22.65313883.674717-146.920313

end7-2.653138215.925280-355.631819

5start387.20367993.204171-62.708578

end8-87.203679180.395826-268.619708

6start484.018816-13.090427-41.605639

end5-84.01881613.090427-8.137984

7start584.018816-13.090427-6.862016

end9-84.01881613.090427-42.881606

8start6410.74805196.065864215.590112

end7-410.748051-96.065864216.706277

9start7194.626167113.865877181.646384

end8-194.626167-113.865877182.724400

10start8-15.53675052.92182788.705354

end915.536750-52.92182780.644484

11start720.453151.196604-42.720842

end11-20.453151162.603394-245.052015

12start826.25963029.767092-2.810046

end12-26.259630107.032907-143.994975

13start931.096989-28.627178-52.762877

end13-31.09698928.627178-56.020390

14start10298.26347877.809770188.128111

end11-298.263478-77.809770162.015852

15start11135.66008457.35661983.036162

end12-135.660084-57.356619100.505007

16start1228.62717831.09698943.489968

end13-28.627178-31.09698956.020390

弯矩图：

剪力图：

轴力图：

2、计算图示桁架各杆的轴力。

已知A=2400mm2,E=2.0×

105MPa。

5分

*******************************************************************

**

*EX.2ASimpleSupportedFrame2013.06.12*

**

2.0E814941

122.4E-31.0E-20

322.4E-31.0E-20

132.4E-31.0E-20

242.4E-31.0E-20

342.4E-31.0E-20

352.4E-31.0E-20

452.4E-31.0E-20

652.4E-31.0E-20

572.4E-31.0E-20

672.4E-31.0E-20

682.4E-31.0E-20

782.4E-31.0E-20

962.4E-31.0E-20

982.4E-31.0E-20

06

23

26

46

63

66

86

80

110

910

920

5

20-500

40-500

50-500

70-500

8-10-500

Data2.txt

Outcome2out.txt

*******************************************************************

**

*EX.2ASimpleSupportedFrame2013.06.12*

**

2.000E+0814941

1122.400000E-031.000000E-20

2322.400000E-031.000000E-20

3132.400000E-031.000000E-20

4242.400000E-031.000000E-20

5342.400000E-031.000000E-20

6352.400000E-031.000000E-20

7452.400000E-031.000000E-20

8652.400000E-031.000000E-20

9572.400000E-031.000000E-20

10672.400000E-031.000000E-20

11682.400000E-031.000000E-20

12782.400000E-031.000000E-20

13962.400000E-031.000000E-20

14982.400000E-031.000000E-20

2.0000006.000000

32.0000003.000000

42.0000006.000000

54.0000006.000000

66.0000003.000000

76.0000006.000000

88.0000006.000000

98.000000.000000

91.000000

92.000000

NLJ=5

2.000000-50.000000.000000

4.000000-50.000000.000000

5.000000-50.000000.000000

7.000000-50.000000.000000

8-10.000000-50.000000.000000

NLM=0

jointuvrotation

1-3.833333E-21-1.325000E-20-2.257495E-04

2-1.052370E-04-9.375000E-04-7.026908E-05

33.860368E-04-8.812351E-041.226822E-04

4-1.746814E-04-1.193735E-031.087908E-04

5-2.441259E-04-8.137529E-04-3.230398E-05

6-7.938923E-04-9.903881E-04-6.211765E-05

7-3.552370E-04-1.302888E-03-1.022944E-04

8-4.663481E-04-9.375000E-041.412286E-04

92.833333E-21-1.175000E-203.510751E-04

1start175.000000.000000.000000

end2-75.000000.000000.000000

2start3-30.046261.000000.000000

end230.046261.000000.000000

3start169.106399.000000.000000

end3-69.106399.000000.000000

4start216.666667.000000.000000

end4-16.666667.000000.000000

5start350.000000.000000.000000

end4-50.000000.000000.000000

6start339.060139.000000.000000

end5-39.060139.000000.000000

7start416.666667.000000.000000

end5-16.666667.000000.000000

8start621.032382.000000.000000

end5-21.032382.000000.000000

9start526.666667.000000.000000

end7-26.666667.000000.000000

10start650.000000.000000.000000

end7-50.000000.000000.000000

11start6-30.046261.000000.000000

end830.046261.000000.000000

12start726.666667.000000.000000

end8-26.666667.000000.000000

13start951.078643.000000.000000

end6-51.078643.000000.000000

14start975.000000.000000.000000

end8-75.000000.000000.000000

3．作图示连续梁的

图，已知各梁截面面积A=6.5

惯性矩I=5.50

，各杆E=3.45×

104MPa。

输入数据：

********************************************

***Inputdata****

***第三题2013.6.12****

3.45E44561

126.55.5

236.55.5

346.55.5

456.55.5

400

600

800

1200

220

420

520

1

30-320-100

14-10.540

24-10.520

34-10.520

44-10.540

Data3.txt

Outcome3.txt

******************************************

***Inputdata****

***第三题2013.6.12****

***kNkNm****

******************************************

3.450E+044561

1126.500000E+005.500000E+00

2236.500000E+005.500000E+00

3346.500000E+005.500000E+00

4456.500000E+005.500000E+00

240.000000.000000

360.000000.000000

480.000000.000000

5120.000000.000000

22.000000

42.000000

52.000000

NLJ=1