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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d 3
Depth d 1/M
Depth d M
Depth d

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

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

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
b³h/12
bh³/12
b²h/12

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

L/2
L
2 L
l

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Theory of Structures
The vertical reaction for the arch is

wa/l
wa/2l
wl/a
wa²/2l

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/24EL
WL3/8EL
WL3/48EL
WL3/3EL

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