A cantilever beam with a vertical point load P acting at L/3 and another vertical point load P acting at 2L/3. The yield
Posted: Wed Jun 08, 2022 8:32 am
A cantilever beam with a vertical point load P acting at L/3 and another vertical point load P acting at 2L/3. The yield stress (fy) is 285MPa, depth is 173mm, and L/d = 9.5. What value of P (in kN) will make the beam yield due to bending?