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The-Theodolite-&-Theodolite-Traversing

Closing error can be given as________

((∑L)²+(∑D)²)^1/4 (∑L²-∑D²)^1/2 (∑L²*∑D²)^1/2 ((∑L)²+(∑D)²)^1/2

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Introduction to Surveying

Introduction to Surveying

Chain Surveying & The Compass

Chain Surveying & The Compass

Compass Traversing & Traverse Surveying

Compass Traversing & Traverse Surveying

Levelling

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

Curve Surveying

Curve Surveying

Triangulation

Survey Adjustments and Theory of Errors

Survey Adjustments and Theory of Errors

Field Astronomy

Field Astronomy

Photogrammetric Surveying

Photogrammetric Surveying

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

Surveying Important Questions

Surveying Important Questions

Similar Question

This Chapter The-Theodolite-&-Theodolite-Traversing consists of the following topics

For adjusting the angular error, the error may be distributed equally among all the angles.

Closing error can be given as________

Which of the following corresponds to the correction applied to the bearing of the last side?

Closing error can be given as________

The Theodolite & Theodolite Traversing

Surveying