WC1钢绞线理论伸长量计算表
线段L(m)2.9321.5261.23度014.5740θ(rad)0kx+μθ0.00440e-(kx+μθ)0.995610.936240.99816终点力(KN)2916.642730.692725.65Pp2923.072835.092926.80伸长值ΔL(mm)20.9310.568.790.25436430.0658800.00185 合计5.68881管道摩擦系数μ=0.25,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=195.3KNTC1钢绞线理论伸长量计算表
线段L(m)2.4030.4002.60.2度02.86090θ(rad)0kx+μθ0.00360e-(kx+μθ)终点力(KN)2918.962881.032759.302758.48 Pp2924.232910.432867.172929.06伸长值ΔL(mm)17.162.8418.201.430.996400.987010.957750.999700.04991640.013080.15707960.0431700.00030合计5.60379管道摩擦系数μ=0.25,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=195.3KN
因篇幅问题不能全部显示，请点此查看更多更全内容