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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
L/2
S
2L

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

2/3
3/2
4/7
4/3

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Theory of Structures
Stress may be expressed in Newtons

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

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/2A
3F/2A
2F/3A
F/A

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

13 M
14 M
16 m
15 M

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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

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

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