高层办公楼 框架结构毕业设计计算书_图文

导读:哈尔滨工业大学毕业设计(论文),图4-13竖向活荷载作用下10层顶内力计算,图4-14竖向活荷载作用下6-9层内力计算,图4-15竖向活荷载作用下5层顶内力计算,图4-16竖向活荷载作用下4层顶内力计算,图4-17竖向活荷载作用下2-3层顶内力计算,图4-18竖向活荷载作用下1层顶内力计算,哈尔滨工业大学毕业设计(论文)0.38-22.58.5513.95-0.590.370.220.620.

高层办公楼 框架结构毕业设计计算书_图文

哈尔滨工业大学毕业设计(论文)

0.38-22.58.5513.95-0.590.370.22

0.62

0.2750.27522.54.28-1.180.110.06

0.45

0.2750.275

0.45

0.2750.275

0.45

0.3822.5-8.550.88-0.3314.5

-22.5-1.18-0.330.06

22.5-20.420.41.75-0.330.14

14.32-14.32

-1.93-23.9525.77

0.10-0.61

-0.590.88-0.66-0.660.030.07-0.03-1.08-0.03

-0.0521.25-20.14

-1.13

-0.38

-22.5-4.281.75-0.170.14-13.95-0.55-14.50

2.8721.96

0.23

3.101.03

4.77

-4.83

ABCD

-2.93

图4-13 竖向活荷载作用下10层顶内力计算

-0.820.06-0.76

-0.25

-0.71-0.08-0.79

1.470.081.55

-8.62-0.17-8.79

0.383

8.620.18.72

0.383

-22.55.29-0.250.06

22.52.65-0.5

0.190.19

0.190.19

0.31

0.190.19

0.31

22.5-5.290.45-0.1117.55

-22.5-0.5-0.220.04

22.5-20.40.45-0.440.03-0.05-20.41

20.40.9-0.220.05

8.620.1

8.720.030.04

-0.82-23.18

0.06-0.25

-0.25-0.440.22

-0.05-0.7121.79-0.08

-0.79-0.26

21.131.47

0.08

1.550.52

-22.5-2.650.90.05-8.62-0.17-8.79

2.91

-2.93

图4-14 竖向活荷载作用下6-9层内力计算

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哈尔滨工业大学毕业设计(论文)

-0.80.06-0.74

-0.25

-0.7-0.02-0.72

1.450.081.53

-8.51-0.17-8.68

0.378

-2.89

8.510.098.6

0.378

-22.55.22-0.250.06-17.47

22.52.61-0.49

0.1880.188

0.316

0.1880.188

0.316

0.1880.188

0.316

22.5-5.220.44-0.117.62

-22.5-0.49-0.220.04

22.5-20.40.44-0.430.03-0.01-20.37

20.40.89-0.220.05

8.780.18.88

0.030.04

24.69-0.82-23.17

0.06-0.25

-0.25-0.430.22

-0.01-0.7221.83-0.02

-0.74-0.25

21.121.49

1.580.53

-22.5-2.610.89-0.050.05-8.78-0.17-8.95

2.91-2.98

-2.20

图4-15 竖向活荷载作用下5层顶内力计算

-0.480.04-0.44

-0.15

-0.56-0.01-0.57

1.000.051.05

-6.50-0.09-6.59

6.500.046.54

0.5390.289

22.51.94-0.29

0.1470.1470.1470.1470.1470.14722.5-3.870.30-0.0518.88

-22.53.87

12.13-0.14

0.020.08

12.21-22.5-0.29-0.170.02

22.50.30渎雁银詫颠E渎雁银>

20.40.59-0.170.03

0.010.02

24.18-0.89-22.94

0.07-0.27

-0.14-0.330.01

0.00-1.0422.04-1.05-0.35

20.851.86

1.950.65

-22.5-1.940.59-0.030.03-51.79-1.74-53.53-4.100.46

0.46

4.07

AB

0.46

D

0.289

图4-16 竖向活荷载作用下4层顶内力计算

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哈尔滨工业大学毕业设计(论文)

-0.590.05-0.54

0.18

-0.85-0.01-0.86

1.390.061.45

0.379

-9.7-0.09-9.79

0.431

-3.26

9.700.049.74

0.379

0.4310.431

-22.53.11-0.090.01-19.47

22.51.56-0.19

0.1210.121

0.379

0.1210.121

0.379

0.1210.121

0.379

22.5-3.110.22-0.0319.58

-22.5-0.19-0.140.02

22.5-20.40.22-0.270.010.00-20.44

20.40.44-0.140.02

9.70.049.74

0.010.02

23.90-0.59-22.81

0.05-0.18

-0.09-0.270.01

0.00-0.8522.15-0.01

-0.86-0.29

20.721.39

1.450.48

-22.5-1.560.44-0.020.02-9.7-0.09-9.79

3.25-3.26

BCD

-3.65

图4-17 竖向活荷载作用下2-3层顶内力计算

-0.720.06-0.66

-0.22

-0.93-0.01-0.94

1.600.071.67

-10.82-0.12-10.94

10.820.0610.88

0.3660.481

-22.53.47-0.120.0222.51.73-0.23

22.5-3.470.25-0.0419.24

0.310.310.31-22.5-0.23-0.150.02-22.86

22.50.25-0.30.010.00-20.44

20.40.51-0.150.02

8.248.28

0.010.02

-0.55

0.04-0.26

-0.12-0.30.01

0.00-0.7122.09-0.01

-0.72-0.36

-22.5-1.730.510.02-8.24-0.09-8.33-4.1720.781.21

0.05

1.260.63

4.14

0.48

图4-18 竖向活荷载作用下1层顶内力计算

- 49 -

哈尔滨工业大学毕业设计(论文)

53.97

97.13

90.18

80.3976.74

83.5794.1954.57

45.5864.73

51.57

61.87

88.8569.23

45.5864.73

60.86

51.57

61.87

88.8569.23

45.5864.73

60.86

51.57

61.87

88.8569.23

45.5864.73

51.57

61.87

88.8569.23

45.7464.67

56.81

51.8

61.76

69.46

49.1062.78

52.4452.82

87.93

62.5557.8958.63

62.5550.1

57.8959.92

57.72

52.82

58.63

87.93

62.93

52.6459.14

88.09

图4-19 竖向恒荷载作用下梁端弯矩值 单位:kNm

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