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Chapter 8: Bending
M8.21: Precast Concrete Beam and Corbel
Compute Axial Stress
State the Problem
Plan the Solution
Table of Contents
Equilibrium
Compute Axial Stress
Compute Bending Stress
Try One
scene
5
of
7
Here is Canvas object wihch demonstrate the problem.
The column is
200 mm
wide and
300 mm
deep; therefore, the cross-sectional area is
A = 60,000 mm
2
.
