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Theory of Structures

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

1.4
1.6
1.7
1.5

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Composite beams
Indeterminate beams
Compound beams
Determinate beams

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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

75 N/m²
75000 N/m²
750 N/m²
7500 N/m²

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum bending stress = 32M/πd³
Neither A nor B
Both A and B
Maximum shear stress = 16 T/πd³

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

1.5
2.34
2.5
1.34

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Modulus of rigidity
Length of the shaft
Radius of the shaft

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