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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

It rotates about its C.G.
It moves vertically
None of these
It moves horizontally

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

750 N/m²
75000 N/m²
7500 N/m²
75 N/m²

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

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
8WD3n/d4N
2WD3n/d4N
4W²D3n/d4N

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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
16
11
14

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Elasticity
Modulus of Rigidity
Shear Modulus
Both A. and B.

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