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Theory of Structures

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

1.5
2.5
2.34
1.34

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.002
0.003
0.001
0.0025

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2M/ T
2T/M
M/T
T/M

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

Stiffness
Proof load
Proof resilience
Proof stress

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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

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

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/12
1/16
1/10
1/8

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