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Theory of Structures

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

1.5
1.34
2.5
2.34

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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 beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.407
0.508
0.207
0.307

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

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

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

L/2
S
L
2L

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

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