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Theory of Structures

Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
St. Venant
Guest or Trecas
Von Mises

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

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

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S + F
Q = S – F
Q = F – S
Q = S × F

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

At one quarter span
At the crown
Anywhere in the rib
None of these

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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

284 MN
264 MN
294 MN
274 MN

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Theory of Structures
Stress may be expressed in Newtons

Per centimetre square (N/cm²)
Per metre square (N/m2)
None of these
Per millimetre square (N/mm²)

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