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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.25
1.5
2.5
1

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The inner most fibre of the section
The neutral fibre of the section
The outer most fibre of the section
The fibre everywhere

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/3d)²
L/d
(L/2d)²
L/2d

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 3 M
Width b M 2
Width b 1/M
Width b M

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

l) at the fixed end
3w l at the fixed end
w l) at the fixed end
2w w l at the fixed end

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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.34
1.34
2.5
1.5

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