1. The taped distance of a line was 99.812 m using a 100 m steel tape weighing 2 kg at a pull of 10 kg, and temp of 32°C. The difference in elevation between end points is 45 cm. The tape is exactly 100 m at a temperature of 28°C and standard pull of 10 kg. If the coefficient of expansion of the tape is 0.0000118°C and the tape was supported at 25 m intervals during measurement find the correct horizontal distance of the line.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. The taped distance of a line was 99.812 m using a 100 m steel
tape weighing 2 kg at a pull of 10 kg. and temp of 32°c. The
difference in elevation between end points is 45 cm. The tape is
exactly 100 m at a temperature of 28°C and standard pull of 10
kg. If the coefficient of expansion of the tape is 0.0000118C and
the tape was supported at 25 m intervals during measurement find
the correct horizontal distance of the line.
Transcribed Image Text:1. The taped distance of a line was 99.812 m using a 100 m steel tape weighing 2 kg at a pull of 10 kg. and temp of 32°c. The difference in elevation between end points is 45 cm. The tape is exactly 100 m at a temperature of 28°C and standard pull of 10 kg. If the coefficient of expansion of the tape is 0.0000118C and the tape was supported at 25 m intervals during measurement find the correct horizontal distance of the line.
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