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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
2.5
1
1.25

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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

2 /15
3 /16
/16
3 /8

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
1
2
3

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Straight line
Circle
Parabola
Ellipse

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

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

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
Its number of coils will increase
All of these
It is subjected to pure bending

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