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Theory of Structures

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

1.2
1.5
1.3
1.7

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

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

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
Per millimetre square (N/mm²)
Per centimetre square (N/cm²)
None of these

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum bending stress = 32M/πd³
Both A and B
Neither A nor B
Maximum shear stress = 16 T/πd³

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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/3
L/2
L/5
L/4

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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 = F – S
Q = S × F
Q = S + F

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