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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

14
11
15
16

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is hinged
One end is fixed and other end is free
Both the ends are hinged
Both the ends are fixed

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Ellipse
Straight line
Circle

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/4
WI²/8
WI²/12

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

2.125 cm³
4.125 cm²
3.125 cm³
1.125 cm³

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
d4N/8D3n
8D3N/d4n
4D3N/d4n

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