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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.30 to 1.40
1.40 to 1.50
1.20 to 1.30

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1
1½
½
2

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S + F
Q = S × F
Q = S – F
Q = F – S

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Theory of Structures
Principal planes are subjected to

None of these
Tangential stresses only
Normal stresses only
Normal stresses as well as tangential stresses

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Theory of Structures
The vertical reaction for the arch is

wa²/2l
wl/a
wa/l
wa/2l

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Theory of Structures
A material is said to be perfectly elastic if

None of these
It regains its original shape on removal of the load
It regains its original shape partially on removal of the load
It does not regain its original shape at all

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