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20

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20bar 。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HDN8000.80662590270.74733.70.80662545146.51632.80.80662522.574.69422.50.80662511.2537.5331.51.8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L0.80662522.574.6914.5673.262.20.80662511.2537.533.6837.351.6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L0.80662522.574.6914.5673.2640.80662511.2537.533.6837.353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HDN7000.70442590206.487.5330.70442545111.7452.52.70.70442522.556.963.21.52.50.70442511.2528.622.21.12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L0.70442522.556.9611.1155.8720.70442511.2528.622.8028.481.2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L0.70442522.556.9611.1155.873.20.70442511.2528.622.8028.483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HDN6000.60522590152.426.332.80.6052254582.484.222.60.60522522.542.052.61.32.40.60522511.2521.13211.6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L0.60522522.5