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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wa/2l
wl/a
wa²/2l
wa/l

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
Anywhere in the rib
None of these
At one quarter span

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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

/16
3 /16
2 /15
3 /8

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Theory of Structures
Stress may be defined as

Force per unit area
Force per unit length
Force per unit volume
None of these

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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

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

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

5 mm
4 mm
3 mm
2 mm

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