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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
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

0.307
0.407
0.207
0.508

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/3EI
WL3/2EI
WL3/3EI
WL²/2EI

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Compound beams
Indeterminate beams
Composite beams
Determinate beams

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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
Behaves in an elastic manner
Undergoes plastic deformation
Obeys Hooke’s law

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The fibre everywhere
The neutral fibre of the section
The inner most fibre of the section
The outer most fibre of the section

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