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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
16
11
15

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

3 mm
2 mm
4 mm
5 mm

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

1.5
1.34
2.34
2.5

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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/2d)²
L/2d
(L/3d)²
L/d

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
1
2
1.5

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Hooke’s ratio
Plastic ratio
Yield ratio

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