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Theory of Structures

Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
F/2A
3F/2A
2F/3A

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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

ML/EI
ML²/2EI
ML/2EI
ML²/3EI

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape on removal of the load
It regains its original shape partially on removal of the load
None of these
It does not regain its original shape at all

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
m = 2j – 3
j = 2m – 3
m = 3j – 2

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

2/3
1/4
1/3
1/2

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
Sum of moment of inertia is zero
Product of moment of inertia is zero
None of these

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