Question Description
The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared
according to
the Civil Engineering (CE) exam syllabus. Information about The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.? covers all topics & solutions for Civil Engineering (CE) 2024 Exam.
Find important definitions, questions, meanings, examples, exercises and tests below for The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.?.
Solutions for The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.? in English & in Hindi are available as part of our courses for Civil Engineering (CE).
Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.
Here you can find the meaning of The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.? defined & explained in the simplest way possible. Besides giving the explanation of
The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.?, a detailed solution for The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.? has been provided alongside types of The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.? theory, EduRev gives you an
ample number of questions to practice The following readings were taken with a dumpy level set halfway between points A and B, which tape distance measured both side of instrument measured 35m: A = 1,533 and B = 1,061 The instrument was moved close to B and a second set of reading were taken as follows: A = 1,763 B = 1,294 Rewrite the readings in the fieldbook form and determine the collimation error in the instrument.? tests, examples and also practice Civil Engineering (CE) tests.