水工建筑物课程设计--某混凝土重力坝设计

Р表二:坝体基本荷载组合作用计算成果Р荷载Р垂直力(kN)Р水平力(kN)Р对坝底截面形心力臂(m)Р力矩(kN.m)Р↑Р↓Р→Р←Р↙+Р↘-Р自重РW1Р6209Р19.16Р118964РW2Р22026Р3.99Р87884Р水压力РP1Р13261Р17.17Р227691РP2Р1051Р4.83Р5076РQР841Р17.69Р14877Р扬压力Рu1Р6252Р0Р0Р0Рu2Р1694Р2.85Р4828Рu3Р601Р18.31Р11004Рu4Р902Р19.39Р17490Р泥沙压力РPs1Р813Р6.67Р5423РPs2Р100Р2.33Р233РPs3Р151Р19.69Р2973Р浪压力РPwР382Р261Р47.80Р41.87Р10928Р18260Р合计Р9449Р29227Р14456Р1412Р223085Р302546Р19778↓Р13044→Р79461↘Р表三:坝体特殊荷载组合作用计算成果表Р荷载Р垂直力(kN)Р水平力(kN)Р对坝底截面形心力臂(m)Р力矩(kN.m)Р↑Р↓Р→Р←Р↙+Р↘-Р自重РW1Р6209Р19.16Р118964РW2Р22026Р3.99Р87884Р水压力РP1Р14429Р17.91Р258423РP2Р1194Р5.15Р6149РQР955Р17.44Р16655Р扬压力Рu1Р6662Р0Р0Р0Рu2Р1752Р2.85Р4993Рu3Р622Р18.31Р11389Рu4Р933Р19.39Р18091Р泥沙压力РPs1Р813Р6.67Р5423РPs2Р100Р2.33Р233РPs3Р151Р19.69Р2973Р浪压力РPwР148Р112Р51.08Р47.42Р5311Р7560Р合计Р9969Р29341Р15390Р1406Р218541Р325507