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Theory of Structures

Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/3
L/5
L/4
L/2

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

1.7
1.4
1.5
1.6

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

100 N/mm 2
120 N/mm²
80 N/mm²
150 N/mm²

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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

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

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

Parabola
Hyperbola
Circle
Straight line

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Theory of Structures
Principal planes are subjected to

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

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