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Theory of Structures

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

1.4
1.7
1.6
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
Guest or Trecas
Von Mises
St. Venant

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Theory of Structures
In case of principal axes of a section

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

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1
1/4
2
1/2

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

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

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh³/12
bh²/12
b²h/12
b³h/12

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