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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
/16
3 /8
3 /16

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Proof stress
Stiffness
Proof resilience

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/3
3/2
4/7
2/3

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/3EL
WL3/48EL
WL3/8EL
WL3/24EL

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1½
½
2
1

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wa/l
wl/a
wa²/2l

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