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Theory of Structures

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

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

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Theory of Structures
Flat spiral springs

Are wound by applying a torque
All of these
Consist of uniform thin strips
Consist of uniform thin strips

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa/2l
wa²/2l

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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

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

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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
1
2
3

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
14
11
16

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