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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
2 /15
3 /8
3 /16

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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°
45°
30°
60°

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/2AE
W²L/2AE
WL/AE
W²L/AE

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Theory of Structures
A material is said to be perfectly elastic if

None of these
It regains its original shape on removal of the load
It does not regain its original shape at all
It regains its original shape partially on removal of the load

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

three parallel bars
Two bars
Three bars intersecting at a point
Three bars

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
w²a
wa/27
wa²/27

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