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excel超高加宽计算
交点法坐标计算高程计算导线评差桥涵放线隧道超欠挖超高加宽万能excel计算表格
超欠 X Y Z 桩号 偏距 设计高程 Q 1 2568281.370 434240.316 68.969 K39+920.000 4.636 70.139 0.171 2 2568271.782 434181.086 74.800 K39+980.000 5.003 70.140 0.333 3 2568271.782 434181.086 70.800 K39+980.000 5.003 70.140 -0.904 4 2568271.782 434181.086 70.800 K39+980.000 5.003 70.140 -0.053 5 2568271.782 434181.086 70.800 K39+980.000 5.003 70.140 -0.053 6 2568271.782 434181.086 70.800 K39+980.000 5.003 70.140 -0.
竖曲线超高改正值-道路工程Excel计算系列
变坡点桩号 变坡点高程 R i1 i2 T L E 416.92 2240.648 10000 -3.714% -2.895% 40.950 81.9 0.084 416.92 2240.648 10000 -3.714% -2.895% 40.95 81.9 0.084 416.92 2240.648 10000 -3.714% -2.895% 40.95 81.9 0.084 416.92 2240.648 10000 -3.714% -2.895% 40.95 81.9 0.084 416.92 2240.648 10000 -3.714% -2.895% 40.95 81.9 0.084 416.92 2240.648 10000 -3.714% -2.895% 40.95 81.9 0.084 416.92 2240.648 10000 -3.714% -2.895% 40.95
