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Theory of Structures

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

3/2
4/3
2/3
4/7

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Theory of Structures
The load on a spring per unit deflection, is called

Stiffness
Proof stress
Proof resilience
Proof load

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

1.34
2.5
2.34
1.5

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Theory of Structures
For beams breadth is constant,

Depth d M
Depth d
Depth d 1/M
Depth d 3

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
Sum of moment of inertia is zero
None of these
Product of moment of inertia is zero

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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

7500 N/m²
75000 N/m²
750 N/m²
75 N/m²

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