Chapter:
area-computation-tacheometric-surveying
1. The two targets are at a distance s apart, and each at s/2 from centre, i.e. vertical axis. The horizontal angle α is measured carefully by means of a odolite. Then what is value of D in subtense bar method?
2. Tacheometer has __ number of horizontal hairs.
3. The following notes refer to a traverse run by a tacheometer fitted with an anallactic lens, with constant 100 and staff held vertical. Line, Bearing, Vertical Angle, Staff Intercept -PQ, 30o 24′, + 5o 06′,1.875; QR, 300o 48′, + 3o 48′,1.445; RS, 226o 12′, − 2o 36′, 1.725 respectively. Find length and bearing of SP.
4. Which of following represents correct set of ordinate rules used?
5. The magnifying power of eyepiece is also smaller than for an ordinary transit to produce a clearer image of a staff held far away.
6. The value obtained from Simpson’s rule depends on nature of curve.
7. Find value of number of divisions if area is 543.89 sq. m and summation of co-ordinates is given as 223.98 m.
8. Find area of segment if values of co-ordinates are given as 119.65m, 45.76m and 32.87m. They are placed at a distance of 2 m each.
9. In fixed hair method, distance between ___ hair and__________ hair are fixed.
10. Which of following can Simpson’s rule possess?
All Chapters
View all Chapter and number of question available From each chapter from Surveying
Introduction to Surveying
Introduction to Surveying
Chain Surveying & The Compass
Chain Surveying & The Compass
Compass Traversing & Traverse Surveying
Compass Traversing & Traverse Surveying
Levelling
Levelling
Contouring
Contouring
The Theodolite & Theodolite Traversing
The Theodolite & Theodolite Traversing
Plane Table Surveying
Plane Table Surveying
Calculation of Area, Measurement of Volume & Permanent Adjustments of Levels
Calculation of Area, Measurement of Volume & Permanent Adjustments of Levels
Area Computation & Tacheometric Surveying
Area Computation & Tacheometric Surveying
EDM
EDM
Curve Surveying
Curve Surveying
Triangulation
Triangulation
Survey Adjustments and Theory of Errors
Survey Adjustments and Theory of Errors
Field Astronomy
Field Astronomy
Photogrammetric Surveying
Photogrammetric Surveying
Remote Sensing
Remote Sensing
Geographic Information System (GIS) & Topographic Maps
Geographic Information System (GIS) & Topographic Maps
Global Positioning System (GPS)
Global Positioning System (GPS)
Hydrographic Survey
Hydrographic Survey
Project Survey
Project Survey
Surveying Important Questions
Surveying Important Questions
Topics
This Chapter area-computation-tacheometric-surveying consists of the following topics
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