管道支墩计算

壁板受力计算

最大净反力最小净

反力lox loy

66.9660.80-60.8 2.7 1.5181.2714@150 83.2762.82-62.8 2.7 1.5187.3114@150 68.5858.06-58.1 2.7 1.5241.6914@150 63.2059.51-59.5 2.7 1.5247.7314@150 55.6243.70-43.7 2.7 1.5302.1114@150 57.1136.96-37.0 2.7 1.5350.4514@150 77.2665.14-65.1 3.5 1.8264.2114@150

53.1725.45-25.5 2.7 1.5489.4318@200

54.3629.45-29.4 3.2 1.8369.2218@200 52.4223.22-23.2 2.7 1.5604.2318@120 63.4031.42-31.4 2.7 1.5604.2318@120 63.9927.87-27.9 2.7 1.5725.0818@120 80.1040.36-40.4 3.1 1.7749.77

最大净反力最小净

反力lox loy

底板受力计算