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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

2 L
l
L/2
L

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Theory of Structures
In case of principal axes of a section

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

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

2
1
1.5
3

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
2 /15
3 /8
3 /16

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

bh²/12
b²h/12
bh³/12
b³h/12

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/18) A
(1/6) A
(1/3) A
(1/12) A

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