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Theory of Structures

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

WL²/2EI
WL3/3EI
WL3/2EI
WL²/3EI

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

1.5
1.7
1.3
1.2

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
All of these
Horizontal thrust is wl2/8h
B.M. will be zero throughout

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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
511 N mm
411 N mm
711 N mm

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

St. Venant's theory
Rankine's theory
Guest's or Trecas' theory
Haig's theory

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L
L
L/2

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