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Theory of Structures

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/2
L/3
L/4
L/5

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
b³h/12
b²h/12
bh³/12

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

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Poisson’s ratio
Yield ratio
Hooke’s ratio

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Theory of Structures
The vertical reaction for the arch is

wa/l
wa/2l
wa²/2l
wl/a

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
16
14
15

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