Math Problem Statement
题干:如图所示,某无铰拱桥,拱顶高f=16m,计算跨径L=80m,主拱圈及拱上建筑结构自重简化为如图所示的荷载作用,荷载位置1000KN, 1000KN, 800KN, 800KN, 800KN, 1000KN, 1000KN, 分别位于:10m, 20m, 30m, 40m, 50m, 60m, 70m。此外,主拱圈截面面积A=5.0㎡,重力密度γ=25kN/m3 问题一:应用“五点重合法”计算拱桥的拱轴系数m? 问题二:计算拱脚竖向力Vg、水平推力 Hg、结构自重轴力Ng?
Solution
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Math Problem Analysis
Mathematical Concepts
Arch Bridges
Structural Analysis
Statics
Formulas
Equilibrium of Forces
Bending Moments
Theorems
Five-Point Heavy Method
Suitable Grade Level
Engineering or Advanced Structural Analysis
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