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Civil Engineering - Surveying - Discussion

Discussion Forum : Surveying - Section 2 (Q.No. 15)
Surveying
15.
A dumpy level was set up at the midpoint between two pegs A and B, 50 m apart and the staff readings at A and B were 1.22 and 1.06. With the level set up a A, the readings at A and B were 1.55 and 1.37. The collimation error per 100 m length of sight is
0.02 m inclined upwards
0.04 m inclined downwards
0.04 m inclined upward
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
20 comments Page 2 of 2.
Sammy said:   9 years ago
Best explanation.

Thanks @M.Pagavan Doss.
Aarti Nepal said:   9 years ago
Thank you so much @M.Pagavan Doss.
Sunny said:   6 years ago
Yes, you are right, thanks @Deep.
Sooraj said:   9 years ago
Thank you so much @Pagavan Doss.
Rohan said:   7 years ago
Thank you for the answer @DEEP.
(1)
Swapnil said:   9 years ago
Thanks for explaining easily.
Nishant said:   7 years ago
Yes, your are right @DEEP.
SANDEEP said:   9 years ago
Thank you @Pagavan Doss.
Stagir said:   4 years ago
Thank you @Goutam.
(1)
R,D PRAJAPATI said:   7 years ago
THANKS @DOSS.
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