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Theory of Structures

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

1.34
1.5
2.5
2.34

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 3j – 2
j = 2m – 3
j = 3m – 2
m = 2j – 3

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the volume
Is directly proportional to the square of exerted pressure
Is inversely proportional to Bulk modulus
All of these

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

b²h/12
bh³/12
bh²/12
b³h/12

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML/2EI
ML²/3EI
ML²/2EI
ML/EI

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

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

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