1、水闸完建期地基受力情况表(仅有自重)部位重量(T)力臂(m)力矩(T.m)备注Ma+Ma-底板3505.171809.5闸墩294.55.251546.125交通桥32.87.55247.64工作桥15.843.555.44检修便桥7.791.289.9712胸墙152.8843.2钢闸门5.43.518.9起闭机2.53.58.75合计723.833739.5262水闸正常运用受力情况表(对B点求矩)力的名称垂直力(T)水平力(T)力臂(m)力矩(垂直力产生)力矩(水平力产生)向下向上向右向左MB顺MB逆MB顺MB逆水闸自重723.833739.526水重89.81.35121.230001
2、2.6337.8000上游水压力1292.8900372.8100000320.5001604.50.33001.48500000浪压力0000下游水压力7.60.4330003.2908浮托力0000146.75.170758.43900渗透压力49.45.6250277.87500000043.840175.20021.70.37508.137500合计826.23261.6165.57.63898.556 1219.652390.2953.2908564.63157.9MB4288.851MB1222.942向下向右3065.909顺时针B=10.5l=9e=-0.179945.366.59衇鴲备注