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Theory of Structures

Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M 2
Width b 1/M
Width b M
Width b 3 M

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

3.50 cm
4.25 cm
2.75 cm
3.00 cm

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/5
L/4
L/3

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

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

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

30°
45°
60°
90°

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

All of these
H = 0
M = 0
V = 0

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