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Theory of Structures

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

1.5
1.2
1.7
1.3

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
Composite beam gets subjected to a couple
All of these
Steel experiences tensile force

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

611 N mm
411 N mm
711 N mm
511 N mm

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

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

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

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

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Theory of Structures
At yield point of a test piece, the material

Undergoes plastic deformation
Behaves in an elastic manner
Obeys Hooke’s law
Regains its original shape on removal of the load

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