梁柱线刚度HG梁截面尺寸bhlobhlobhlo600500C25混凝28000土弹1分配系数性模C30量Ec30000固端弯矩（N/1.071mm2C35一次分配传递）31500二次分配传递1.125三次分配传递5100600柱高3400杆端弯矩3400500柱高3400280002放大系数22调整底层2.382后柱二层3.216线刚中层1.477度顶层1.477250550690025040020002505506900分
0.3380.662-26.70.2110.41426.7GF17.6.02→←4.51FE下层柱上层柱h×bh×b-3.902.581.32-7.793823.4220.26-20.26-15.279基准弹性模量Ec（N/mm2） HG0.754梁相对线GF1.333刚度FE0.754底层2.382柱相对线二层3.574刚度中层1.1顶层1.1↓↓6.75-5.094.71↑-3.↑14.12-11.661.1812.940.293分配系数固端弯矩0.3980.3980.2030.1490.293-32.4832.48一次分配传递12.94二次分配传递三次分配传递1.186.60→←3.30-2.970.60-5.9529.83杆端弯矩14.12-28.25-11.66↓↓4.71-3.分层法求解杆端弯矩0.3740.3740.2110.3380.4140.662-4.84.8-51.751.7-8.73←-17.46-34.2410.41←20.82811.7703→5.-13.79→-6.6-1.99-3.90-8.1372.581.4638.13-38.1321.272-47.2023.0742.8625.932↓↓8.-12.716.71-8.80↑↑20.121.5418.58-26.40-1.-24.510.2930.20.20.1490.2030.3980.2930.398-4.374.37-61.5361.53-6.25←-12.50-24.518.39←16.779.48→4.74-10.53→-5.26-0.96-1.-6.511.390.7952.80-26.4017.27-57.5218.581.5420.12↓↓6.71-8.80
