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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Hooke’s ratio
Poisson’s ratio
Yield ratio

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Theory of Structures
Stress may be expressed in Newtons

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

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
2L
L/2
L

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

75000 N/m²
7500 N/m²
750 N/m²
75 N/m²

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/6) A
(1/3) A
(1/18) A
(1/12) A

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2M/ T
T/M
M/T
2T/M

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