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Theory of Structures

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

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

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

1.4
1.5
1.7
1.6

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.508
0.307
0.407
0.207

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
Method of sections
All of these
Method of joints

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Theory of Structures
Gradually applied static loads do not change with time their

Magnitude
All of these
Direction
Point of application

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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

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

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