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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/3
L/4
L/5
L/2

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/12
BD³/6
BD²/6

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

1.7
1.4
1.6
1.5

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Two bars
three parallel bars
Three bars intersecting at a point
Three bars

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 3h/l² × (1 – x)
y = h/l² × (1 – x )
y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L/2
L
2L
L

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