竖向荷载内力计算迭代法

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右梁左梁右梁左梁-65.40-0.206-89.1389.13-0.14611.16-0.146-77.97-0.29413.47-3.60-0.208-3.60下柱19.2313.23-2.46-5.12-2.4618.8913.25-2.54-3.51-2.54第8层18.9113.25-2.52-3.62-2.5218.913.6313.24-2.52-3.58-0.34-2.5218.903.62-3.58-0.333.64-0.343.54-0.20上柱4.75-0.77-0.185-0.147-44.92-0.13-60.3360.33-0.1037.02-0.103-53.31-0.1853.34-0.54-0.147-0.54下柱4.752.49-0.14-0.77-0.143.542.54-0.24-0.20-0.24第7层3.622.55-0.23-0.34-0.233.626.66 2.55-0.24-0.33-1.08-0.243.626.66-0.34-1.076.68-1.096.59-0.97上柱7.43-1.69-0.185-0.147-44.92-0.13-60.33 60.33-0.1037.02-0.103-53.31-0.1855.22 -1.18-0.147-1.18下柱7.434.63-0.68-1.69-0.686.594.68-0.77-0.97-0.77第6层6.664.68-0.75-1.09-0.756.666.054.68-0.75-1.07-0.91-0.756.666.05-1.08-0.916.07-0.925.99-0.79上柱6.94-1.50-0.185-0.147-44.92-0.13-60.33 60.33-0.1037.02-0.103-53.31-0.1854.87 -1.05-0.147-1.05下柱6.944.21 -0.56-1.50-0.565.994.25-0.65-0.79-0.65第5层6.054.25-0.64-0.92-0.646.05 6.164.25-0.64-0.91-0.94-0.646.05 6.17-0.91-0.946.19-0.966.11-0.83上柱7.03-1.54-0.185-0.147-44.92-0.13-60.33 60.33-0.1037.02-0.103-53.31-0.1854.94-1.08-0.147-1.08下柱7.034.29 -0.58-1.54-0.586.114.34-0.67-0.83-0.67第4层6.174.34-0.66-0.96-0.666.17 6.224.33-0.66-0.94-0.96-0.666.16 6.22-0.94-0.966.19-0.966.08-0.82上柱7.01-1.53-0.185-0.147-44.92-0.13-60.33 60.33-0.1037.02-0.103-53.31-0.1854.93-1.07-0.147-1.07下柱7.014.27 -0.58-1.53-0.586.084.33-0.67-0.82-0.67第3层6.174.37-0.67-0.96-0.676.22 5.794.37-0.67-0.96-0.86-0.676.22 5.79-0.96-0.865.79-0.855.98-0.797.01-1.53-0.185-0.147-44.92-0.13-60.3360.33-0.1037.02-0.103-53.31-0.1854.93-1.07-0.147-1.07下柱7.014.20 -0.55-1.53-0.555.984.07-0.59-0.79-0.59第2层5.794.07-0.60-0.85-0.605.798.00 4.07-0.60-0.86-1.27 -0.605.798.01-0.86-1.278.01-1.288.03-1.31上柱7.58-1.70-0.2-0.157-44.92-0.141-60.3360.33-0.11 7.02-0.11-53.31-0.1595.34-1.19-0.124-1....