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Theory of Structures

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

3 /16
3 /8
/16
2 /15

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Theory of Structures
For beams breadth is constant,

Depth d
Depth d M
Depth d 3
Depth d 1/M

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

three parallel bars
Three bars intersecting at a point
Three bars
Two bars

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 3h/l² × (1 – x)
y = 4h/l² × (1 – x)
y = 2h/l² × (1 – x)
y = h/l² × (1 – x )

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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
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

15 M
14 M
16 m
13 M

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