- #1
Aragorn49
- 11
- 0
From what I know the equation for calculating flexural stress of a beam with a rectangular cross section is:
3PL/2Bd2
I have two questions about the validity of this equation. I will post a pic I just made to show what I mean:
1st question, Does this equation work both for filled beams (A,) and dull beams (B,)?
2nd question, Does this equation work both for when the force is applied in the exact center of the beam (C,) and for when the force is applied to the edge of the middle area (D,)?
3PL/2Bd2
I have two questions about the validity of this equation. I will post a pic I just made to show what I mean:
1st question, Does this equation work both for filled beams (A,) and dull beams (B,)?
2nd question, Does this equation work both for when the force is applied in the exact center of the beam (C,) and for when the force is applied to the edge of the middle area (D,)?