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Theory of Structures

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

1.7
1.4
1.6
1.5

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
All of these
Steel experiences tensile force
Composite beam gets subjected to a couple

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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

Straight line formula
Rankine
Perry
Parabolic formula

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

30 N
35 N
25 N
40 N

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

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Theory of Structures
Principal planes are subjected to

Normal stresses as well as tangential stresses
None of these
Tangential stresses only
Normal stresses only

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