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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

M. changes sign
M. is minimum
M. is maximum
S.F. is zero

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

40 N
25 N
30 N
35 N

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Theory of Structures
The vertical reaction for the arch is

wa²/2l
wa/2l
wa/l
wl/a

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Theory of Structures
Gradually applied static loads do not change with time their

Magnitude
Direction
All of these
Point of application

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

2
1½
1
½

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

16
14
11
15

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