Civil Engineering - Highway Engineering
Exercise : Highway Engineering - Section 3
6.
The correct formula for calculating superelevation for the hill roads, is
7.
The inventor of road making as a building science, was
8.
An upgrade g1% is followed by a downgrade g2%. The equation of the parabolic curve of length L to be introduced, is given by
9.
Area of steel required per metre width of pavement for a length of 20 m for design wheel load 6300 kg and permissible stress in steel 1400 kg/cm2, is
10.
Design of horizontal curves on highways, is based on
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers