A horizontal cantilever beam 3m long is rectangular in cross section 60mm wide throughout its length, and the depth varying uniformly from 60mm at the free end to 120mm at the fixed end. It carries a point load of 10kN at the free end. Find the location and magnitude of maximum bending stress. Ans: x = 3m, σmax = 208.3MPaA horizontal cantilever 3m long is of rectangular cross section 60mm wide throughout its length, the depth varying uniformly from 60mm at the free end to 180mm at the fixed end. Find the position and magnitude of maximum bending stress. Ans: x = 1.5m.A simply supported beam has a span of 5m and a rectangular cross section 100mm x 200mm. Find the maximum safe uniformly distributed load it can carry if the maximum bending stress and shear stress are not to exceed 10MPa and 0.6MPa respectively. Ans: w = 2133N/m.I NEED ANSWERS OF ALL THE THREE PARTS.I'LL UPVOTE IF U ANSWER PROPERLY>

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Answered: A horizontal cantilever beam 3m long is…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A horizontal cantilever beam 3m long is rectangular in cross section 60mm wide
throughout its length, and the depth varying uniformly from 60mm at the free end to
120mm at the fixed end. It carries a point load of 10kN at the free end. Find the location
and magnitude of maximum bending stress. Ans: x = 3m, σmax = 208.3MPa
A horizontal cantilever 3m long is of rectangular cross section 60mm wide throughout its
length, the depth varying uniformly from 60mm at the free end to 180mm at the fixed
end. Find the position and magnitude of maximum bending stress. Ans: x =
1.5m.
A simply supported beam has a span of 5m and a rectangular cross section 100mm x
200mm. Find the maximum safe uniformly distributed load it can carry if the maximum
bending stress and shear stress are not to exceed 10MPa and 0.6MPa respectively.
Ans: w = 2133N/m.

I NEED ANSWERS OF ALL THE THREE PARTS.
I'LL UPVOTE IF U ANSWER PROPERLY>

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