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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.7
1.2
1.5
1.3

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
1
1/2
2

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof load
Proof stress
Proof resilience
Stiffness

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.307
0.407
0.508
0.207

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
w²a
wa/27
wa²

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Theory of Structures
The vertical reaction for the arch is

wa²/2l
wl/a
wa/2l
wa/l

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