闸底应力计算

92.56823178B00基底压力不均匀系数η1.0373384850.964005495合计12297.194969299.142391567.68完建情况下作用荷载和力矩计算表淡黄色为输入对上游端底板底面角点求矩部位重力(kN)力臂(m)力矩(kN.m)备注底板顺水流方向宽度(m)11.34逆时针顺时针底板垂直水流方向宽(m)11.5底板3475.8755.6719708.21125闸墩7222.49755.6740951.56083公路桥579.3758.194745.08125工作桥825.94743.823155.119068检修便桥1.830计算结果钢闸门4.690偏心距e0.034638199启闭机193.53.82739.17基底压力pmax96.02458932A0pmin92.56823178B00基底压力不均匀系数η1.037338485合计12297.194969299.142391567.68完建情况下作用荷载和力矩计算表淡黄色为输入对上游端底板底面角点求矩部位重力(kN)力臂(m)力矩(kN.m)备注底板顺水流方向宽度(m)逆时针顺时针底板垂直水流方向宽(m)底板3475.8755.6719708.21125闸墩7222.49755.6740951.56083公路桥579.3758.194745.08125工作桥825.94743.823155.119068检修便桥1.830计算结果钢闸门4.690偏心距e启闭机193.53.82739.17基底压力pmaxA0pminB00基底压力不均匀系数η合计12297.194969299.142391567.6811.3411.50.03463819994.2964105596.0245893294.296410552800.60339392.568231781.0373384850.964005495