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Theory of Structures

Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.303
0.404
0.505
0.707

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.0 mm
4.5 mm
4.0 mm
5.5 mm

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof resilience
Proof load
Stiffness

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
Method of sections
Graphical method
All of these

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
All of these
M = 0
V = 0

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

A uniformly distributed load w/unit length
An isolated load at mid span
None of these
A load varying linearly from zero at one end to w at the other end

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