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Theory of Structures

Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b³h/12
b²h/12
bh²/12
bh³/12

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

w l) at the fixed end
3w l at the fixed end
2w w l at the fixed end
l) at the fixed end

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n/d4N
4WD²n/d4N
4W²D3n²/d4N
4W²Dn/d4N

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Theory of Structures
For the close coil helical spring of the maximum deflection is

2WD3n/d4N
WD3n/d4N
8WD3n/d4N
4W²D3n/d4N

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The neutral fibre of the section
The outer most fibre of the section
The inner most fibre of the section

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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

90°
60°
45°
30°

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