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Theory of Structures

Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Straight line
Circle
Hyperbola
Parabola

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

300 mm
400 mm
200 mm
250 mm

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
Young’s modulus is same in tension as well as in compression
Material is homogeneous
All of these

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
Steel experiences tensile force
All of these
Composite beam gets subjected to a couple

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
4.0 mm
5.0 mm
4.5 mm

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

Proof resilience
Stiffness
Proof load
Proof stress

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