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竖向荷载内力计算-迭代法

来源:华佗小知识
说明:

1本工作表为竖向荷载内力计算表格;

2本工作表中只需填写黄色、浅绿色和天蓝其他勿动,可能会导致结果不正确;

3表格编辑迭代原则:先从左至右,再从上4制作人:朱次华,联系方式:lanshuizh

右梁左梁

-.1313.4713.2313.2513.2513.24

右梁

.13-0.146-3.60-2.46-2.54-2.52-2.52

左梁

11.16-0.146-0.208-5.12-3.51-3.62

-3.58-0.34-3.58-0.33

-0.34-0.20-0.77-0.147

7.02-0.103-0.147-0.77-0.20-0.34

-0.33-1.08-0.34-1.07

-1.09

-77.97-3.60-2.46-2.54-2.52-2.52

-65.40-0.206-0.294

下柱19.23

18.

第8层18.91

18.913.6318.903.62

3.3.54

上柱4.75-0.185-44.92-0.13-0.185

下柱4.75

3.54

第7层3.62

3.626.663.626.66

6.68

-60.333.342.492.542.552.5560.33-0.103-0.54-0.14-0.24-0.23-0.24-53.31-0.54-0.14-0.24-0.23-0.24

上柱

-0.185-44.92-0.185

下柱7.43

6.59

第6层6.66

6.666.66

6.597.43-0.13

-60.335.224.634.684.684.68

60.33-0.103-1.18-0.68-0.77-0.75-0.75

-0.97-1.69

-0.147

7.02-0.103-0.147-1.69-0.97-1.09

-1.07-0.91-1.08-0.91

-0.92-0.79-1.50

-0.147

7.02-0.103-0.147-1.50-0.79-0.92

-0.91-0.94-0.91-0.94

-0.96-0.83-1.54

-0.147

7.02-0.103-0.147-1.54-0.83-0.96

-0.94-0.96-0.94-0.96

-0.96-0.82-1.53-0.147

7.02-0.103-0.147-1.53-0.82-0.96

-0.96-0.86-0.96-0.86

-0.85-0.79

-53.31-1.18-0.68-0.77-0.75-0.75

上柱

-0.185-44.92-0.185

下柱6.94

5.99

第5层6.05

6.056.05

6.056.056.075.996.94-0.13

上柱

-0.185-44.92-0.185

下柱7.03

6.11

第4层6.17

6.176.16

6.166.176.196.117.03-0.13

-60.334.874.214.254.254.2560.33-0.103-1.05-0.56-0.65-0.-0.-53.31-1.05-0.56-0.65-0.-0.

上柱-0.185-44.92-0.185

下柱7.01

6.08

第3层6.17

6.226.22

6.226.226.196.087.01-0.13

-60.334.944.294.344.344.3360.33-0.103-1.08-0.58-0.67-0.66-0.66-53.31-1.08-0.58-0.67-0.66-0.66

5.795.795.795.98

-60.334.934.274.334.374.3760.33-0.103-1.07-0.58-0.67-0.67-0.67-53.31-1.07-0.58-0.67-0.67-0.67

7.01-0.185-44.92-0.185下柱7.015.98第2层5.795.795.79-0.13-60.334.934.204.074.074.0760.33-0.103-1.07-0.55-0.59-0.60-0.60-1.53-0.1477.02-0.103-0.147-1.53-0.79-0.85-0.86-1.27-0.86-1.27-1.28-1.31-1.70-0.1577.02-0.11-0.124-1.34-1.04-1.01-1.01-1.01-53.31-1.07-0.55-0.59-0.60-0.60上柱8.008.018.018.037.58-0.2-44.92-0.141-0.159下柱6.036.38第1层6.376.366.36-60.335.345.665.655.5.60.33-0.11-1.19-0.92-0.90-0.-0.-53.31-1.19-0.92-0.90-0.-0.上柱载内力计算表格;

写黄色、浅绿色和天蓝色,导致结果不正确;

先从左至右,再从上到下。迭代开始从红色表格开始方式:lanshuizhu_2004@163.com。

右梁

77.97-0.11-6.76-6.79-6.83-6.84-6.85

左梁

63.38-0.226-0.161-9.63-9.67-9.73

-9.75-3.75-9.75-3.75

-3.75-3.77-4.25-0.122

45.04-0.171-0.122-4.25-3.77-3.75

-3.75-4.50-3.75-4.50

-4.50

-12.59-13.51-13.57-13.66-13.69-13.69

12.593.393.393.453.463.46

右梁-0.44

左梁

5.80-0.060.460.460.47

0.470.020.470.02

0.020.020.07-0.0544.25-0.0540.070.020.02

0.020.100.020.10

0.10

53.31-0.09-2.96-2.63-2.61-2.61-2.61-8.27-5.96-5.28-5.26-5.25-5.258.27-0.3930.490.170.170.170.17

-4.49-4.83

53.31-0.09-3.37-3.13-3.13-3.14-3.14

-0.122

45.04-0.171-0.122-4.83-4.49-4.50

-4.50-4.41-4.50-4.41

-4.41-4.41-4.78

-0.122

45.04-0.171-0.122-4.78-4.41-4.41

-4.41-4.42-4.41-4.42

-4.42-4.41-4.78

-0.122

45.04-0.171-0.122-4.78-4.41-4.42

-4.42-4.43-4.42-4.43

-4.42-4.41-4.78-0.122

45.04-0.171-0.122-4.78-4.41-4.42

-4.43-4.31-4.43-4.31

-4.32-4.39

-8.27-6.77-6.29-6.30-6.31-6.31

8.27-0.3930.960.740.760.760.76

0.100.13

-0.0544.25-0.0540.130.100.10

0.100.090.100.09

0.090.090.12

-0.0544.25-0.0540.120.090.09

0.090.090.090.09

0.090.090.13

-0.0544.25-0.0540.130.090.09

0.090.100.090.10

0.100.090.13-0.0544.25-0.0540.130.090.10

0.100.080.100.08

0.080.09

53.31-0.09-3.33-3.07-3.07-3.07-3.07-8.27-6.70-6.18-6.18-6.18-6.188.27-0.3930.910.670.680.680.68

53.31-0.09-3.33-3.08-3.08-3.08-3.08-8.27-6.70-6.19-6.19-6.20-6.208.27-0.3930.910.680.690.690.69

53.31-0.09-3.33-3.08-3.08-3.09-3.09-8.27-6.70-6.19-6.20-6.21-6.218.27-0.3930.910.680.690.700.70

0.1353.31-0.09-3.33-3.06-3.01-3.00-3.00-0.12245.04-0.171-0.122-4.78-4.39-4.32-4.31-5.30-4.31-5.30-5.29-5.26-5.04-0.12945.04-0.18-0.102-3.98-4.16-4.18-4.19-4.19-8.27-6.70-6.15-6.06-6.04-6.048.27-0.3930.910.650.610.600.60-0.0544.25-0.0540.130.090.080.080.170.080.170.160.160.14-0.0544.25-0.0460.120.140.140.140.1453.31-0.09-3.52-3.67-3.69-3.70-3.70-8.27-7.03-7.34-7.38-7.39-7.398.271.061.201.221.221.22-0.4

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