Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 2
- Steel Structure Design - Section 1
- Steel Structure Design - Section 2
- Steel Structure Design - Section 3
- Steel Structure Design - Section 4
- Steel Structure Design - Section 5
41.
A 20 mm dia steel bar which is subjected to an axial tension of 2300 kg/cm2 produces a strain of 0.004 cm. If Young's modulus of steel is 2.1 x 106 kg/cm2, the bar is
42.
Poisson's ratio for steel within elastic limit, ranges from
43.
For eccentrically loaded columns, the bending factor is
44.
When a large value of radius of gyration is not required
45.
The maximum axial load which is just sufficient to keep a column in a small deflected shape, is called
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