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Theory of Structures

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

1.5
2.34
2.5
1.34

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Stiffness
Proof stress
Proof load
Proof resilience

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/24EL
WL3/3EL
WL3/8EL
WL3/48EL

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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

5 mm
2 mm
4 mm
3 mm

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

1.2
1.5
1.7
1.3

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/2
1/4
1/8
1/3

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