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Theory of Structures

Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
j = 2m – 3
m = 2j – 3
m = 3j – 2

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

2p/a²
3p/a²
p/a²
4p/a²

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/12
1/16
1/10
1/8

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
L/2
2L
S

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

1.5
1.34
2.34
2.5

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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°
90°
60°
45°

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