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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.5
2.34
1.34
2.5

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/2d)²
L/d
L/2d
(L/3d)²

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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

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

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
1
3
4

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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°
60°
90°
45°

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

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

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