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A cantilever beam has the square cross section of 10 mm × 10 mm. It carries a transverse load of 10 N. Considering only the bottom fibres of the beam, the correct representation of the longitudinal variation of the bending stress is
Correct Option: A
Here , I = | = | m4 | ||
12 | 12 |
y = 0.005 m
At left extreme of cantilever
σbending = 60 × 1 MPa = 60 MPa after 1 m
σbending = 60 × 0 MPa = 0 MPa and it will continue over whole span.
σ(bending stress) = | = | N / m2 | ||
I | (0.01)4 / 12 |
σbending = 60 x MPa (straight line equation)