a) What are various temporary adjustments that are performed during l…
Previous year question for Essentials of Civil Engineering.
Question
a) What are various temporary adjustments that are performed during leveling. (10)
b) The back sight obtained at a station A is 1.55m. The bench mark of the station A is 100 m. Calculate the height of instrument and also find the R.L of the next station B that lies after station A, if the fore sight of station B is 1.65. (10)
- Year: 2018
- Subject: Essentials of Civil Engineering