1. When the length or direction of a line within a traverse nissing quantities may be determined analytically to obtain a complete set of notes for the traverse provided closed cannot be determined by field observation, these a) there are only three or more unknown quantities b) they do not exceed two unknown quantities c) the sides with adjusted open traverse d) the sides with unknown quantities are non-adjoining e) the linear error of closure is less than the root of the total length of the traverse unknown quantities are parts of an square 2. When the two sides of a closed traverse are non-adjoin- ng, the determination of the unknown quantities is under- Caken with an added graphical solution. For example, a line lor lines) to second ation parallel with the first. This principle is adapted since the may be moved from one location ) area of the traverse remains constant B) latitude and departure of any of the lines remains unchanged e) coordinates of al1 points or corners detining traverse will correspondingly be adjusted línear error of closure wil1 remain invariable e precision in the computations will not be aftected moved the unknovn

1. When the length or direction of a line within a traverse nissing quantities may be determined analytically to obtain a complete set of notes for the traverse provided closed cannot be determined by field observation, these a) there are only three or more unknown quantities b) they do not exceed two unknown quantities c) the sides with adjusted open traverse d) the sides with unknown quantities are non-adjoining e) the linear error of closure is less than the root of the total length of the traverse unknown quantities are parts of an square 2. When the two sides of a closed traverse are non-adjoin- ng, the determination of the unknown quantities is under- Caken with an added graphical solution. For example, a line lor lines) to second ation parallel with the first. This principle is adapted since the may be moved from one location ) area of the traverse remains constant B) latitude and departure of any of the lines remains unchanged e) coordinates of al1 points or corners detining traverse will correspondingly be adjusted línear error of closure wil1 remain invariable e precision in the computations will not be aftected moved the unknovn

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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