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Theory of Structures

Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/3) A
(1/6) A
(1/18) A
(1/12) A

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

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

2h/Wa
Wa/h
2W/ha
Wa/2h

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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

400 mm
250 mm
200 mm
300 mm

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
L/2
2L
L

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Composite beam gets subjected to a couple
All of these
Steel experiences tensile force
Brass experiences compressive force

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