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Theory of Structures

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

1.3
1.7
1.2
1.5

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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

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

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el²/3d²
ee²l/3d²
e²l²/3d²
el/2d

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

bh³/12
b³h/12
b²h/12
bh²/12

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Straight line
Parabola
Hyperbola
Circle

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.303
0.505
0.707
0.404

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