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Theory of Structures

Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Circle
Straight line
Ellipse
Parabola

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
/16
3 /16
2 /15

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/3
1/2
1/8
1/4

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

2L
L
S
L/2

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Theory of Structures
The point of contraflexure is the point where

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

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

Hyperbola
Straight line
Circle
Parabola

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