Civil Engineering - Surveying - Discussion
Discussion Forum : Surveying - Section 1 (Q.No. 5)
5.
The intercept of a staff
Discussion:
34 comments Page 3 of 4.
Piyush said:
8 years ago
I think option D is also correct.
Asaa said:
8 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.
Saugata pore said:
9 years ago
Why not an option D?
Mrgsh said:
9 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.
Pushpendra said:
9 years ago
RL is the Reduce Level, take when level rise and fall condition.
Ogunkoya oluwaseyi said:
9 years ago
What is RL?
SADASIVUNI said:
10 years ago
Answer is C because the staff reading will decrease.
Sipho said:
10 years ago
Where am I suppose to take the reading on the staff when I want the direction CL when using a theodolite.
Jeevitha said:
10 years ago
Intercept of staff is the distance between top and bottom staff reading.
Vikram thakur said:
10 years ago
What about intercept?
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