管道支墩/C3管道支墩修改（保险系数1.5）（参考）/计算表格/支墩计算30/弯头、三通支墩计算10

管道支墩/C3管道支墩修改（保险系数1.5）（参考）/计算表格/支墩计算30/弯头、三通支墩计算10bar 。备注：这个是压缩包 [ 某供水项目给排水系统设计图 ] 中的文件弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN8000.80661090108.304.22.130.8066104558.613.21.62.50.80661022.529.882.31.220.80661011.2515.011.511.5管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.80661022.529.885.8329.301.50.80661011.2515.011.4714.941管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.80661022.529.885.8329.302.50.80661011.2515.011.4714.942弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN7000.7044109082.59422.70.7044104544.702.61.32.50.70441022.522.7821.21.80.70441011.2511.451.411.4管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.70441022.522.784.4422.351.20.70441011.2511.451.1211.390.8管道计算内径m计算压力P1垂直向下弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.70441022.522.784.4422.352.50.70441011.2511.451.1211.391.8弯头支墩管道计算内径m计算压力P1水平弯头弯头推力F1(t)支墩长L支墩宽B支墩高HDN6000.6052109060.97422.20.6052104532.992.51.220.60521022.516.821.61.31.60.60521011.258.451.411管道计算内径m计算压力P1垂直向上弯头弯头推力F1(t)水平方向分力(t)垂直方向分力(t)支墩长L0.60521022.