Civil Engineering - Surveying - Discussion
Discussion Forum : Surveying - Section 1 (Q.No. 5)
5.
The intercept of a staff
Discussion:
34 comments Page 2 of 4.
Mrgsh said:
10 years ago
Staff intercept is differ between length of top and bottom crosshair in the instrument (say S1 and S3). Google "tacheometry" and just see the image you'll get everything.
Saugata pore said:
9 years ago
Why not an option D?
Asaa said:
9 years ago
Option D is incorrect because the intercept rather decreases if you tilt the staff towards making it normal to the line of sight.
Piyush said:
9 years ago
I think option D is also correct.
Ashish said:
9 years ago
That's a wrong answer.
It must lie at the center of the telescope.
It must lie at the center of the telescope.
Ravi kumar said:
9 years ago
Answer B is right. Think again and visualise a laser beam as a line of sight and a objects going away from normal. The reading will increase as it starts from zero at bottom and max st top.
Revansiddappa said:
9 years ago
If staff is tilted then what is the answer?
Jwala said:
9 years ago
If the staff is tilted away I think value increase. Just visualise a staff with the inclination and straight.
Lokesh said:
9 years ago
How to define interception?
RAVI KUMAR SAHU said:
9 years ago
Good explanations, thank you all.
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