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Theory of Structures

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

Straight line
Parabola
Circle
Hyperbola

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa/2l
wa²/2l
wa/l

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M
Width b 1/M
Width b 3 M
Width b M 2

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Theory of Structures
Stress may be expressed in Newtons

Per millimetre square (N/mm²)
Per centimetre square (N/cm²)
Per metre square (N/m2)
None of these

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

2 L
l
L/2
L

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Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
None of these
Product of moment of inertia is zero
Difference of moment inertia is zero

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