衬砌容重(KN/M3)25边墙二衬厚度(m2)弧长(m)0.523.88仰拱厚度0.55弧长13.794衬砌重量(KN)结构自重(KN/M2)488.167535.632623558.4水 平线性变化的荷载(kN/m2)数值地面荷载50水荷载竖 向上侧土压q结构自重上侧荷载下侧荷载20134.17700539.3239437204.1770048243.5009485等效节点荷载单元编号12345673738454748底部单位:NX向长度1.43541.37261.24971.07220.84770.58620.2990.00130.30150.48240.79091.23921.30951.3571.381距地面埋深上结点下结点结点等效荷载X向等效荷载Y向等效荷载X向等效荷载Y向等效荷载结点号X向70-146537.841776.751272-146537.8363107.1511821.5495-140126.685514.493291-140126.678433598.3017.59725773.44027-1275809687.337204-127580.0014411287.938.319210292.8526-109459.2914392.5283-109459.2923519980.199.285415416.9684-86540.42319542.32385-86540.42348629809.510.453520985.5018-59844.2824846.585-59844.28011740527.8311.77247514.48066-30524.462352658.3685-30524.46222832361.38-163132.446158.275617275871.86158.27561659665922.814.6277763355.58736707.768399.4693136707.7679810103922716.039238162.727458732.428826580.1190558732.42877274662.216.999727385.703596292.450121101.8330496292.450074053965.8217.727521587.79150873.18818529.02708150873.187739426.618.343718854.7955159432.24613841.06884159432.24837383.8218.791714001.2879165215.3948546.625672165215.39354927842.3619.06368595.65771168137.4052885.469286168137.40495017142.2819.154770上侧下侧总和验算:竖向力归零x向长度#####14.2?=?=水压荷载效荷载Y向-293076-286665-267707-237039-196000-146385-90368.7-30366.236866.0495440.2155024.9247165.6310305.43247.6333352.8336274.8013.7
