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Theory of Structures

Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
F/2A
2F/3A
3F/2A

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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

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

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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

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

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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

0.001
0.002
0.003
0.0025

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/12) A
(1/3) A
(1/18) A
(1/6) A

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

2 L
l
L
L/2

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