- #1
pukb
- 94
- 1
Consider the cross section of two beams of same material as shown in the file attached.
The area moment of inertia I about the central axis is equal for both the c/s. I have calculated it.
Can somebody explain why the second c/s (2 in the figure ) is preferred for the design?
The area moment of inertia I about the central axis is equal for both the c/s. I have calculated it.
Can somebody explain why the second c/s (2 in the figure ) is preferred for the design?