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Theory of Structures

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

1.5
1.3
1.7
1.2

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Theory of Structures
Stress may be expressed in Newtons

None of these
Per metre square (N/m2)
Per centimetre square (N/cm²)
Per millimetre square (N/mm²)

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/16h
ωl²/8h
ωl²/4h
ωl²/12h

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Theory of Structures
Principal planes are subjected to

Tangential stresses only
None of these
Normal stresses as well as tangential stresses
Normal stresses only

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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°
60°
30°
45°

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Modulus of Elasticity
Both A. and B.
Shear Modulus

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