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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wl/a
wa/2l
wa²/2l
wa/l

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

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

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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
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

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

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
16
15
14

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

120 N/mm²
150 N/mm²
100 N/mm 2
80 N/mm²

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