In order to have exactly zero tensile stress at one extreme fibre of a solid circular section (dia - D) subjected to combined direct (compressive) and bending stresses, a normal point load is needed to be placed:
- Aat a radial distance D/6 from the centre
- Bat a radial distance D/4 from the centre
- Cbeyond a distance of 3D/8 measured towards the core from the peripheryCorrect
- Dat a radial distance D/3 from the centre
Solution
Concept
For zero tension at one extreme fibre of a solid circular section, the load must act at e = D/8 from the centre. This is the boundary of the core.
Formula
σmin = P/A − P·e/Z = 0, A = πD2/4, Z = πD3/32, e = Z/A = D/8
Step-by-step solution
1. Stress at the extreme fibre = P/A − P·e/Z. 2. For zero stress: P/A = P·e/Z, so e = Z/A. 3. Z = πD3/32 and A = πD2/4. 4. e = (πD3/32)/(πD2/4) = D/8 from the centre. 5. Distance from the periphery = D/2 − D/8 = 3D/8. 6. So the load is 3D/8 from the periphery, measured towards the centre. This matches option C.
Explanation
The core (kernel) of a solid circular section is a circle of diameter D/4, so its radius is D/8. A load placed exactly on the core boundary gives zero stress at the far extreme fibre. This point is 3D/8 from the periphery.
Why the other options are wrong
A: D/6 > D/8, so tension develops. B: D/4 > D/8, so more tension develops. D: D/3 > D/8, so large tension develops.
Shortcut
Circle core radius = D/8 (middle-quarter rule). Rectangle core = b/6 (middle-third rule).
Common mistake
Using the rectangle rule (D/6) for a circular section.
Correct answer: C) beyond a distance of 3D/8 measured towards the core from the periphery