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Theory of Structures

Theory of Structures
In the truss, the force in the member AC is

t tensile
8.75 t tensile
t compressive
6.25 t compressive

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.20 to 1.30
1.10 to 1.20
1.40 to 1.50
1.30 to 1.40

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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
WL3/3EL
WL3/48EL

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
2
1/2
1

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Theory of Structures
Stress may be defined as

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

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

Circle
Parabola
Hyperbola
Straight line

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