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Theory of Structures

Theory of Structures
Stress may be defined as

Force per unit area
Force per unit length
None of these
Force per unit volume

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/2EI
ML²/3EI
ML/2EI
ML/EI

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1.5 cm
2 cm
1 cm
2.5 cm

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

3/2
2/3
5/8
8/5

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

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

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/8
1/12
1/16
1/10

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