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

8/5

2/3

3/2

5/8

8/5

2/3

3/2

5/8

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/4h

ωl²/16h

ωl²/8h

ωl²/12h

ωl²/4h

ωl²/16h

ωl²/8h

ωl²/12h

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the neutral axis

Maximum compressive stress at the section

Depth of the section

Maximum tensile stress at the section

Depth of the neutral axis

Maximum compressive stress at the section

Depth of the section

Maximum tensile stress at the section

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2

½

1½

1

2

½

1½

1

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

Anywhere in the rib

None of these

At the crown

At one quarter span

Anywhere in the rib

None of these

At the crown

At one quarter span

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/8

1/10

1/16

1/12

1/8

1/10

1/16

1/12

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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 A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

Theory of Structures At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Theory of Structures The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

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

Theory of Structures The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

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
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

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

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is