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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
14
16
11

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the neutral axis
Maximum tensile stress at the section
Maximum compressive stress at the section
Depth of the section

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Von Mises
Guest or Trecas
Rankine
St. Venant

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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°
45°
60°
90°

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Theory of Structures
At yield point of a test piece, the material

Regains its original shape on removal of the load
Undergoes plastic deformation
Behaves in an elastic manner
Obeys Hooke’s law

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/48EL
WL3/8EL
WL3/3EL
WL3/24EL

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