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Theory of Structures

Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
d4N/8D3n
8D3N/d4n
4D3N/d4n

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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

35 N
25 N
40 N
30 N

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/18) A
(1/12) A
(1/6) A
(1/3) A

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1.5 cm
1 cm
2.5 cm
2 cm

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
1
3
4

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Theory of Structures
A material is said to be perfectly elastic if

None of these
It does not regain its original shape at all
It regains its original shape partially on removal of the load
It regains its original shape on removal of the load

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