A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8

8/5

3/2

2/3

5/8

8/5

3/2

2/3

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

Yield ratio

Hooke’s ratio

Plastic ratio

Poisson’s ratio

Yield ratio

Hooke’s ratio

Plastic ratio

Poisson’s ratio

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.003

0.0025

0.002

0.001

0.003

0.0025

0.002

0.001

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/4

1/2

1/3

2/3

1/4

1/2

1/3

2/3

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

St. Venant's theory

Guest's or Trecas' theory

Rankine's theory

Haig's theory

St. Venant's theory

Guest's or Trecas' theory

Rankine's theory

Haig's theory

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Theory of Structures
Stress may be defined as

None of these

Force per unit area

Force per unit volume

Force per unit length

None of these

Force per unit area

Force per unit volume

Force per unit length

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Theory of Structures

Theory of Structures A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

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

Theory of Structures If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

Theory of Structures The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

Theory of Structures Maximum strain theory for the failure of a material at the elastic limit, is known as

Theory of Structures Stress may be defined as

Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

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

Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Theory of Structures
Stress may be defined as