IndiaBIX

Civil Engineering - Surveying

Exercise : Surveying - Section 8
6.
Permanent adjustments of a level are
2 in number
3 in number
4 in number
6 in number
Answer: Option
Explanation:
No answer description is available. Let's discuss.
7.
The radius of a simple circular curve is 300 m and length of its specified chord is 30 m. The degree of the curve is
5.73°
5.37°
3.57°
3.75°.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
8.
During levelling if back sight is more than foresight
The forward staff is at lower point
The back staff is at lower point
The difference in level, cannot be ascertained.
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
9.
Two contour lines, having the same elevation
cannot cross each other
can cross each other
cannot unite together
can unite together.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
10.
The Trapezoidal rule of volumes V of an embankment divided into a number of sections equidistant D, is given by
V = [A1 + An + 2(A2 + A4 + ... + An - 1) + 4(A3 + A5 + ... + An - 2)]
V = [A1 + An + 4(A2 + A4 + ... + An - 1) + 4(A3 + A5 + ... + An - 2)].
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers