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Theory of Structures

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

2.5
2.34
1.34
1.5

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
St. Venant
Guest or Trecas
Von Mises

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

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/12h
ωl²/8h
ωl²/4h
ωl²/16h

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum bending stress = 32M/πd³
Both A and B
Neither A nor B
Maximum shear stress = 16 T/πd³

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

750 N/m²
7500 N/m²
75000 N/m²
75 N/m²

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