Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 1: Theory

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 2: Measuring tapes

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 3: Optical levelling instruments

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 4: Theodolites

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 5: Optical plumbing instruments

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 6: Laser instruments

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 7: Instruments when used for setting out

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 8: Electronic distance-measuring instruments up to 150 m

Building construction — Measuring instruments — Procedures for determining accuracy in use — Part 10: Difference between non-glass reflectors and electronic distance-measuring prisms (traditional glass prisms) for distances up to 150 m

Optics and optical instruments — Geodetic instruments — Vocabulary

Optics and optical instruments — Geodetic and surveying instruments — Vocabulary

Optics and optical instruments — Geodetic and surveying instruments — Vocabulary

Optics and optical instruments — Geodetic and surveying instruments — Vocabulary

Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 1: Levels

Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 2: Theodolites

Optics and optical instruments — Geodetic instruments — Field procedures for determining accuracy — Part 3: Electro-optical distance meters (EDM instruments)

Optics and optical instruments — Ancillary devices for geodetic instruments — Part 1: Invar levelling staffs

Optics and optical instruments — Ancillary devices for geodetic instruments — Part 1: Invar levelling staffs

Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods

Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods — Amendment 1

Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods

Optics and optical instruments — Ancillary devices for geodetic instruments — Part 2: Tripods

Optics and optical instruments — Ancillary devices for geodetic instruments — Part 3: Tribrachs

Optics and optical instruments — Laboratory procedures for testing surveying and construction instruments — Part 1: Performance of handheld laser distance meters

Optics and optical instruments — Laboratory procedures for testing surveying and construction instruments — Part 1: Performance of handheld laser distance meters

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 1: Theory

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 2: Levels

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 3: Theodolites

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 4: Electro-optical distance meters (EDM instruments)

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 4: Electro-optical distance meters (EDM measurements to reflectors)

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Electronic tacheometers

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Total stations

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 5: Total stations

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 6: Rotating lasers

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 7: Optical plumbing instruments

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 8: GNSS field measurement systems in real-time kinematic (RTK)

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 8: GNSS field measurement systems in real-time kinematic (RTK)

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 9: Terrestrial laser scanners

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 9: Terrestrial laser scanners

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 10: UAV photo measurement systems

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 11: GNSS instruments

Optics and optical instruments — Field procedures for testing geodetic and surveying instruments — Part 12: Evaluation of the centring uncertainty — Part 12: Title missing