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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

It moves vertically
It moves horizontally
It rotates about its C.G.
None of these

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
Two bars
Three bars intersecting at a point
three parallel bars

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Perry
Straight line formula
Parabolic formula
Rankine

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the neutral axis
Maximum tensile stress at the section
Depth of the section
Maximum compressive stress at the section

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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

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

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

Circle
Ellipse
Straight line
Parabola

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