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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/5
L/4
L/2
L/3

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

40 N
35 N
30 N
25 N

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

L
L/2
S
2L

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Theory of Structures
Stress may be expressed in Newtons

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

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Theory of Structures
Principal planes are subjected to

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

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

50/EIc
100/EIc
200/EIc
150/EIc

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