桥梁荷载计算

桥梁计算漫水桥桥梁计算漫水桥

集中荷载kN7098后轮集中荷载kN70恒荷载kN/m 6.257.5板自重恒荷载kN/m 6.25活荷载kN/m 3.5 4.9人群活荷载kN/m 3.5 Mmax161.25Mmax122.80 Qmax80Qmax73.8 as0.246227as0.187514ξ0.287578ξ0.209449 As2933.485As2136.518

0.26670.2667

0.210210.21021

3039.523039.52 V214.214V214.214

98后轮7.5板自重4.9人群