There is a cantilever beam with a vertical point load P acting at L/3 and another vertical point load P acting at 2L/3.

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answerhappygod
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There is a cantilever beam with a vertical point load P acting at L/3 and another vertical point load P acting at 2L/3.

Post by answerhappygod »

There is a cantilever beam with a vertical point
load P acting at L/3 and another
vertical point load P acting at
2L/3.
The length of this beam is L, such that the span
to depth ratio (L/d) = 9.5, based on your
OneSteel beam depth. The beam is loaded so that it bends
about the x axis.
Part E
OneSteel Section Type E = 460UB74.6
fyE = 285 MPa
What value of P (in kN) will make the beam yield due to
bending?
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