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Theory of Structures

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

1.5
2
1
3

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Theory of Structures
The assumption in the theory of bending of beams is:

All of these
Material is homogeneous
Young’s modulus is same in tension as well as in compression
Material is isotropic

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

2.5
1.5
1.25
1

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
m = 2j – 3
j = 3m – 2
m = 3j – 2

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

E = 3K (1 – 2/m)
All of these
E = 2N (1 + 1/m)
(3/2)K (1 – 2/m) = N (1 + 1/m)

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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
3.00 cm
3.50 cm

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