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Theory of Structures

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

2.5
1.5
1.34
2.34

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wa/l
wl/a
wa²/2l

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
F/2A
3F/2A
F/A

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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

45°
90°
30°
60°

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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

14
16
11
15

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

8/5
5/8
3/2
2/3

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