Korean English
4. Arch

4. Arch

In this lecture, We will learn about the concepts, principles, and behaviour of the arch structure. We will also get to know, why the arch is effective to span large distances. And then, We will compare the results like Axial forces, BMD and deflection, of the Arches having different heights for the same span using midas Civil.

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About this course

Chapter 1) What is Arch structure?  

  • Introduction of Arch structure 
  • Load carrying mechanism.  

Chapter 2) The concepts of Arch Analysis.  

  • Optimum height of the arch 
  • Forces in arch structure. 

Chapter 3) Example  

  • Modelling, boundary condition setting, applying load using Midas Civil. 
  • Analysis and compare the results for the different arches.  

Chapter 4) Comparison of results  

  • Comparing the results of Midas Civil with manual calculations.  
  • Comparison of Deflection, axial forces, and moment in members. 
 
 
Summary
 

An arch structure refers to a structure in which members resistant to compression, such as stones or bricks, are stacked in a curved shape to support the load at the top of the opening.
The external force acting vertically in the arch generates a large horizontal reaction force directed from the ends to the center, and this horizontal reaction force reduces the bending moment at each section.

The ratio of the arch height to the span of the arch is called the rise ratio.

If the rise ratio is too small, the axial force to widen the arch increases.
On the other hand, if the rise ratio is large, the arch resists the external force with axial force, which is structurally good, but it becomes uneconomical because the size of the arch increases to form the required span.
It is known that a rise ratio of about 0.3 is good when economic feasibility and structural efficiency are considered at the same time.

The reason why an arch structure can be constructed by stacking and connecting stones, as shown in figure, is because it is designed to only generate compressive stress along the axis of the arch structure.
Figure shows one side of a symmetrical arch structure with point B as the center.
If tensile stress occurs at the bottom of point B, where the keystone is located, the arch will collapse.
However, if tensile stress that can be caused by moment M is offset by lateral force H, no tensile stress will occur.
For this reason, an arch structure can have load-bearing capacity.
The lateral reaction force H at point A of the arch prevents it from spreading sideways.

Curriculum

  • 1) What is Arch Structure?
  • 2) The Concept of Arch Analysis
  • 3) Example & Tutorial
  • 4) Comparison of Results

About this course

Chapter 1) What is Arch structure?  

  • Introduction of Arch structure 
  • Load carrying mechanism.  

Chapter 2) The concepts of Arch Analysis.  

  • Optimum height of the arch 
  • Forces in arch structure. 

Chapter 3) Example  

  • Modelling, boundary condition setting, applying load using Midas Civil. 
  • Analysis and compare the results for the different arches.  

Chapter 4) Comparison of results  

  • Comparing the results of Midas Civil with manual calculations.  
  • Comparison of Deflection, axial forces, and moment in members. 
 
 
Summary
 

An arch structure refers to a structure in which members resistant to compression, such as stones or bricks, are stacked in a curved shape to support the load at the top of the opening.
The external force acting vertically in the arch generates a large horizontal reaction force directed from the ends to the center, and this horizontal reaction force reduces the bending moment at each section.

The ratio of the arch height to the span of the arch is called the rise ratio.

If the rise ratio is too small, the axial force to widen the arch increases.
On the other hand, if the rise ratio is large, the arch resists the external force with axial force, which is structurally good, but it becomes uneconomical because the size of the arch increases to form the required span.
It is known that a rise ratio of about 0.3 is good when economic feasibility and structural efficiency are considered at the same time.

The reason why an arch structure can be constructed by stacking and connecting stones, as shown in figure, is because it is designed to only generate compressive stress along the axis of the arch structure.
Figure shows one side of a symmetrical arch structure with point B as the center.
If tensile stress occurs at the bottom of point B, where the keystone is located, the arch will collapse.
However, if tensile stress that can be caused by moment M is offset by lateral force H, no tensile stress will occur.
For this reason, an arch structure can have load-bearing capacity.
The lateral reaction force H at point A of the arch prevents it from spreading sideways.

Curriculum

  • 1) What is Arch Structure?
  • 2) The Concept of Arch Analysis
  • 3) Example & Tutorial
  • 4) Comparison of Results