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Theory of Structures

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

S
L/2
L
2L

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

0.303
0.707
0.404
0.505

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/48EL
WL3/3EL
WL3/24EL
WL3/8EL

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Theory of Structures
The point of contraflexure is the point where

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

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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

3 /8
2 /15
3 /16
/16

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/4
L/2
L/3

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