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Theory of Structures

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

1.5
1.6
1.4
1.7

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Theory of Structures
The vertical reaction for the arch is

wa/l
wa²/2l
wa/2l
wl/a

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

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

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/2A
3F/2A
F/A
2F/3A

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

l
L
L/2
2 L

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.25
2.5
1.5
1

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