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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

0.707
0.404
0.303
0.505

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Straight line formula
Parabolic formula
Perry
Rankine

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/2AE
W²L/AE
W²L/2AE
WL/AE

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

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

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Theory of Structures
A body is said to be in equilibrium if

It rotates about its C.G.
It moves vertically
None of these
It moves horizontally

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Theory of Structures
Stress may be defined as

Force per unit area
None of these
Force per unit volume
Force per unit length

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