Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 4
- 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.
The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called
42.
The deflection of beams may be decreased by
43.
For a cantilever beam of length L built-in at the support and restrained against torsion at the free end, the effective projecting length l is
44.
In a built up section carrying a tensile force, the flanges of two channels are turned outward
45.
If P is the wind pressure in kg/cm2, v is the velocity in km/hour and K is a constant of proportionality, then
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers