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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
0.505
0.303

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The outer most fibre of the section
The fibre everywhere
The inner most fibre of the section
The neutral fibre of the section

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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
The vertical reaction for the arch is

wl/a
wa/l
wa²/2l
wa/2l

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/12h
ωl²/16h
ωl²/4h

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

1
3
2
4

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