反弯点高度修正表[共1页]

0.10.20.30.4110.800.750.700.65220.450.400.350.3510.950.800.750.70330.150.200.200.2520.550.500.450.4511.000.850.800.7544-0.050.050.150.2030.250.300.300.3520.600.550.500.5011.100.900.800.7555-0.200.000.150.2040.100.200.250.3030.400.400.400.4020.650.550.500.5011.200.950.800.7566-0.300.000.100.2050.000.200.250.3040.200.300.350.3530.400.400.400.4520.700.600.550.5011.200.950.850.8077-0.35-0.050.100.206-0.100.150.250.3050.100.250.300.3540.300.350.400.4030.500.450.450.4520.750.600.550.5011.200.950.850.8088-0.35-0.050.100.157-1.000.150.250.3060.050.250.300.3550.200.300.350.4040.350.400.400.4530.500.450.450.4520.750.600.550.5511.201.000.850.8099-0.40-0.050.100.20规则总层数m层号n98-0.151.050.250.3070.050.250.300.3560.150.300.350.4050.250.350.400.4040.400.400.400.4530.550.450.450.4520.800.650.550.5511.201.000.850.801010-0.40-0.050.100.209-0.150.150.250.3080.000.250.300.3570.100.300.350.4060.200.350.400.4050.300.400.400.4540.400.400.450.4530.550.500.450.4520.800.650.550.5511.301.000.850.801111-0.40-0.05-0.100.2010-0.150.150.250.3090.000.250.300.3580.100.300.350.4070.200.350.400.4560.250.350.400.4550.350.400.400.4540.400.450.450.4530.550.500.500.5020.800.650.600.5511.301.000.850.80↓1-0.40-0.050.100.202-0.150.150.250.3030.000.250.300.3540.100.300.350.4050.200.350.450.4060.250.350.400.4570.300.400.400.4580.350.400.450.45中間0.400.400.450.4540.450.450.450.4530.600.500.500.5020.800.650.600.55↑11.301.000.850.8012以上0.10.20.30.40.50.40.550.400.300.250.200.50.450.300.200.200.150.60.300.200.150.150.100.70.200.150.100.100.100.80.150.100.050.050.050.90.050.050.050.0500.10.20.30.42.00.250.150.150.101.80.200.150.100.101.60.40.150.100.100.051.40.60.100.050.050.051.20.80.050.050.0501.01.000000.81.2-0.05-0.05-0.0500.61.4-0.10-0.05-0.05-0.050.41.6-0.15-0.10-0.10-0.051.8-0.20-0.15-0.10-0.102.0-0.25-0.15-0.15-0.10上、下层梁刚度变化对标准反Kα1注:α1=(i1+i2)/(i3+i4),当(i1+i2)>(i3+i4)时,则α1取倒数,即α1=(i3+i4)/(i1+i2)上、下层高度变化对标准α2Kα1注:α2=h上/h,α3=h下/h,h为计算层号,h上...

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