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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
l
L/2
2 L

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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

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

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

2.75 cm
4.25 cm
3.50 cm
3.00 cm

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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

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

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

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

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Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Proof resilience
Proof stress
Stiffness

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