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恒载作用下 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-110.6926.6824.6125.0025.0725.05

右梁95.46-0.155-17.46-17.53-18.03-17.85-17.88

左梁85.97-0.178-0.167-18.81-18.-19.43

-19.23######-19.27######

##################-0.125125.-0.134-0.125-16.36-16.18-16.27

-16.21######-16.23######

############

-9.49-20.05-20.13-20.71-20.50-20.53

-110.69-0.241-0.259下柱28.67

26.45

第8层26.87

26.9524.6326.9224.62

24.6824.49

上柱26.05-0.171-180.98-0.158-0.171下柱26.05

24.49

第7层24.66

24.6225.0724.6225.11

25.1524.90

-180.9824.0722.6322.7922.7522.75135.73-0.116-15.18-15.02-15.10-15.04-15.06-10.09-17.54-17.35-17.44-17.37-17.39

上柱26.49-180.9824.4823.0023.2123.2023.16

135.73-0.116-15.52-15.42-15.60-15.51-15.52

######-0.125

125.-0.134-0.125-16.72-16.62-16.81

-16.72######-16.72######

##################-0.125125.-0.134-0.125-16.67-16.55-16.75

-16.76######-16.82######

##################-0.125125.-0.134-0.125-16.67-16.34-16.00

-15.75######-15.70######

##################-0.133125.-0.142-0.101-13.71-15.92-16.46-16.550.00-16.560.00

0.000.000.0000.00-0.103

-10.09-17.92-17.81-18.02-17.92-17.93

-0.171

-180.98-0.158-0.171下柱26.49

24.90

第6层25.12

25.1125.3125.0725.26

25.1324.82

上柱26.42-0.171-180.98-0.158-0.171下柱26.42

24.82

第5层25.10

25.2623.4625.3023.52

23.6824.43

上柱26.43-0.171-180.98-0.158-0.171下柱26.43

24.43

第4层23.73

23.5233.0823.4733.05

33.0132.25

上柱28.75-0.186-180.98-0.173-0.141下柱21.79

24.45

第3层24.93

25.050.0025.070.00

0.000.00

上柱0.0000.000

-180.9824.4122.9323.1923.3423.37135.73-0.116-15.47-15.35-15.54-15.55-15.61-10.09-17.87-17.74-17.95-17.96-18.03

-180.9824.4222.5821.9321.7321.69135.73-0.116-15.47-15.16-14.85-14.61-14.57-10.09-17.87-17.52-17.15-16.88-16.83

-180.9826.7429.9930.5830.7430.76135.73-0.124-16.83-19.54-20.21-20.32-20.33-10.09-19.27-22.38-23.14-23.27-23.29

-60.3360.33-0.103-53.310下柱第2层0.000.000.000.000.00上柱9.279.279.279.328.980.000.000.000.000.001.412.012.102.132.13-0.2-44.92-0.141-0.159下柱7.147.41第1层7.367.377.37-60.336.336.576.536.536.5360.33-0.11-1.69-1.40-1.41-1.42-1.42-0.1472.012.883.003.04-2.023.04-2.02-2.01-2.00-2.41-0.1577.02-0.11-0.124-1.91-1.58-1.59-1.60-1.601.412.012.102.132.13-53.31-1.69-1.40-1.41-1.42-1.42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9.49-0.1818.8721.5520.4020.5520.53

左梁-95.4616.4318.7617.7717.9017.87

右梁110.69-0.241-30.-24.50-25.13-25.04-25.05

左梁110.69-0.259-32.92-26.33-27.01

-26.91#####-26.92#####

###############-0.171180.98-0.171-27.81-24.16-24.67

-24.62#####-24.63#####

##########

-85.97-0.155-0.16717.7120.2219.14

19.2816.2219.2616.23

16.1316.5615.68-0.12510.09-0.13-125.-0.11616.81-0.12517.7515.6817.3016.5617.4016.1317.3916.2316.72

16.2216.75

16.6517.19

-135.7314.5615.3714.9715.0715.05180.98-0.158-25.69-22.32-22.80-22.75-22.75

15.9810.0917.1418.4217.8517.9617.92

-0.125

-0.13-125.-0.116

-0.12515.9817.1916.65

16.7516.8216.7216.78

16.5917.0815.94-0.125-0.13-125.-0.116

-0.12515.9417.0816.59

16.7815.6916.8215.72

15.16.9215.95-0.125-0.13-125.-0.116

-0.12515.9516.9215.

15.7221.8115.6921.80

21.7421.3117.15-0.133-0.14-125.-0.124

-0.10113.0316.1816.5116.560.0016.560.00

0.000.000.000-0.090.00-0.171

-135.7314.8315.9515.4515.5415.52

180.98-0.158-26.55-22.78-23.26-23.19-23.16

#####-0.171180.98-0.171-28.73-24.66-25.17

-25.09#####-25.06#####

###############-0.171180.98-0.171-28.56-24.55-25.16

-25.29#####-25.32#####

###############-0.171180.98-0.171-28.59-24.08-23.55

-23.47#####-23.45#####

###############-0.186180.98-0.141-23.74-24.92-25.06

-25.080.00-25.080.00

0.000.000.0000.0010.0917.0918.3117.7817.9818.04-135.7314.7915.8515.3915.5715.61180.98-0.158-26.39-22.69-23.25-23.37-23.39

10.0917.1018.1417.0416.8516.82-135.7314.8015.7014.7514.5914.56180.98-0.158-26.42-22.25-21.76-21.68-21.67

53.3118.3122.7523.2123.2823.29-135.7315.9919.8720.2720.3320.34180.98-0.173-29.13-30.58-30.74-30.77-30.77

53.31-8.278.27-0.393

-1.23-1.97-2.09-2.11-2.1153.31-0.09-3.74-3.74-3.72-3.71-3.71-0.122-1.76-2.82-3.00-3.03-5.32-3.03-5.32-5.33-5.36-5.36-0.12945.04-0.18-0.102-4.24-4.24-4.21-4.21-4.21-2.47-3.96-4.20-4.24-4.2510.3011.3111.4611.4911.49-8.27-7.49-7.48-7.43-7.42-7.428.270.730.670.0.0.-0.4-0.0541.421.551.581.580.091.580.090.090.090.10-0.0544.25-0.0460.080.080.070.070.07

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