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

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

200 mm

250 mm

300 mm

400 mm

200 mm

250 mm

300 mm

400 mm

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Theory of Structures
The horizontal thrust on the ends of a two hinged semicircular arch of radius ‘R’ carrying

A uniformly distributed load ? per unit run over its right half span, is ? ?R/?

A uniformly distributed load ? per unit run over its entire span is 4/3 ?R/?

A distributed load varying from zero at the left end to ? per unit horizontal run at the right end, is ? ?R/?

All of these

A uniformly distributed load ? per unit run over its right half span, is ? ?R/?

A uniformly distributed load ? per unit run over its entire span is 4/3 ?R/?

A distributed load varying from zero at the left end to ? per unit horizontal run at the right end, is ? ?R/?

All of these

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio

Yield ratio

Plastic ratio

Poisson’s ratio

Hooke’s ratio

Yield ratio

Plastic ratio

Poisson’s ratio

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

T/M

2M/ T

2T/M

M/T

T/M

2M/ T

2T/M

M/T

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At one quarter span

Anywhere in the rib

None of these

At the crown

At one quarter span

Anywhere in the rib

None of these

At the crown

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

Shear Modulus

Modulus of Elasticity

Both A. and B.

Modulus of Rigidity

Shear Modulus

Modulus of Elasticity

Both A. and B.

Modulus of Rigidity

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Theory of Structures

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

Theory of Structures The horizontal thrust on the ends of a two hinged semicircular arch of radius ‘R’ carrying

Theory of Structures The ratio of lateral strain to axial strain of a homogeneous material, is known

Theory of Structures A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

Theory of Structures A three hinged arch is generally hinged at its supports and

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

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

Theory of Structures
The horizontal thrust on the ends of a two hinged semicircular arch of radius ‘R’ carrying

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

Theory of Structures
A three hinged arch is generally hinged at its supports and

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