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IS 2974 Part 2 : 1973Code of practice for surveying instruments - Part 2: Theodolites

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CurrentSpecializedCode of PracticeGeotechnical · Surveying and Geotechnical Investigation
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OverviewValues3InternationalTablesFAQ3

IS 2974:1973 Part 2 is the Indian Standard (BIS) for surveying instruments - part 2: theodolites. This code of practice outlines the general requirements, optical specifications, and testing methods for theodolites used in land surveying. It establishes guidelines for graduation accuracy, magnification, and proper calibration to ensure reliable angular measurements in the field.

Lays down general and specific requirements for various types of theodolites used in surveying.

Overview

Status
Current
Usage level
Specialized
Domain
Geotechnical — Surveying and Geotechnical Investigation
Type
Code of Practice
Also on InfraLens for IS 2974
3Key values3FAQs
Practical Notes
! Always ensure parallax is completely eliminated by accurately focusing the crosshairs before taking field readings.
! Perform routine checks for vertical index error and horizontal collimation error, especially after long transit.
! Store the instrument in a dry, shock-resistant case to preserve optical alignment and protect from moisture.
Frequently referenced clauses
General Requirements for Surveying InstrumentsOptical System and MagnificationGraduation of CirclesTesting and Calibration Procedures
Pulled from IS 2974:1973. Browse the full clause & table index below in Tables & Referenced Sections.
optical glassaluminumbrass

International Equivalents

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Key Values3

Quick Reference Values
magnification range20x to 30x minimum for standard surveys
plate level sensitivity20 to 60 seconds per 2 mm run
operating temperature-20°C to +50°C

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
General Requirements for Surveying Instruments
Optical System and Magnification
Graduation of Circles
Testing and Calibration Procedures

Frequently Asked Questions3

What is the typical sensitivity required for the plate level?+
The plate level sensitivity typically ranges from 20 to 60 seconds per 2 mm division depending on the instrument class.
How should observational errors like index error be mitigated?+
By taking observations on both Face-Left and Face-Right and averaging the readings.
What is the recommended minimum magnification for a standard theodolite?+
A minimum of 20x magnification is generally recommended for standard surveying tasks.

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