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Theory of Structures

Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

1.5
1
3
2

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Theory of Structures
The point of contraflexure is the point where

S.F. is zero
M. changes sign
M. is maximum
M. is minimum

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

l
L/2
2 L
L

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD²/6
BD³/12
BD³/6
B²D/6

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

2.5
1.34
2.34
1.5

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

l) at the fixed end
w l) at the fixed end
2w w l at the fixed end
3w l at the fixed end

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