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Theory of Structures

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

WI²/4
WI²/12
WI²/8
WI/2

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

S
L
L/2
2L

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/3
2/3
1/4
1/2

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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
411 N mm
611 N mm
711 N mm

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Theory of Structures
A material is said to be perfectly elastic if

None of these
It regains its original shape partially on removal of the load
It does not regain its original shape at all
It regains its original shape on removal of the load

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Theory of Structures
Stress may be defined as

Force per unit length
Force per unit volume
None of these
Force per unit area

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