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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.6
1.7
1.4
1.5

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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
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

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

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Theory of Structures
Stress may be defined as

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

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b³h/12
bh²/12
bh³/12
b²h/12

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
Its number of coils will increase
It is subjected to pure bending
All of these

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