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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

None of these
It moves vertically
It rotates about its C.G.
It moves horizontally

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

Rankine’s theory
Haig’s theory
St. Venant’s theory
Guest’s or Trecas’ theory

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

(3/2)K (1 – 2/m) = N (1 + 1/m)
E = 3K (1 – 2/m)
All of these
E = 2N (1 + 1/m)

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

264 MN
284 MN
274 MN
294 MN

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
3 /8
2 /15
3 /16

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

w²a
wa²/27
wa/27
wa²

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