8. A Geodetic Engineer used a 100 m. tape in measuring a line and recorded tobe 1000.05 m long. The tape is too short by 0.025 m at a temperature reading of 32°C anda pull of 10 kg. During measurement, the temperature reading was 41.38°C and the tapewas supported at both ends and middle of the tape with an applied pull of 16 kg.Determine the correct distance of the line if the cross sectional area of tape is 0.02 sq. cm.and weighs 0.80 kg. Problem 8. A Geodetic Engineer used a 100 m. tape in measuring a line and recorded tobe 1000.05 m long. The tape is too short by 0.025 m at a temperature reading of 32°C anda pull of 10 kg. During measurement, the temperature reading was 41.38°C and the tapewas supported at both ends and middle of the tape with an applied pull of 16 kg.Determine the correct distance of the line if the cross sectional area of tape is 0.02 sq. cm.and weighs 0.80 ka.

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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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8. A Geodetic Engineer used a 100 m. tape in measuring a line and recorded to
be 1000.05 m long. The tape is too short by 0.025 m at a temperature reading of 32°C and
a pull of 10 kg. During measurement, the temperature reading was 41.38°C and the tape
was supported at both ends and middle of the tape with an applied pull of 16 kg.
Determine the correct distance of the line if the cross sectional area of tape is 0.02 sq. cm.
and weighs 0.80 kg.

Problem 8. A Geodetic Engineer used a 100 m. tape in measuring a line and recorded to
be 1000.05 m long. The tape is too short by 0.025 m at a temperature reading of 32°C and
a pull of 10 kg. During measurement, the temperature reading was 41.38°C and the tape
was supported at both ends and middle of the tape with an applied pull of 16 kg.
Determine the correct distance of the line if the cross sectional area of tape is 0.02 sq. cm.
and weighs 0.80 ka.

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