Determine the temperature correction for the entire length of the distance measured. 2. Give the correction for the absolute length of the tape, accounting the full length it measured. 3. Determine the sag correction for one tape length. 4. Determine the pull correction for the entire length of the distance measured. 5. Compute for the slope correction for the entire length of the distance measured.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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A 50 m steel tape measured 50.0250 m when standardized fully supported under a 90-newton pull at a temperature of 20°C. The tape weighed 12N and had a cross-sectional area of 0.028 cm^2. What is the true length of the recorded distance AB for the following condition? (K= 0.0000116/°C, modulus of Elasticity =2.1x10^7).
Recorded distance: 215.095 m
Average temperature: 12°C
Means of support: Suspended
Tension: 120 N
Elevation difference per 100 m: 2.5m

Round off the final answers to the nearest hundred thousandths (five decimal places) and indicate if the answer is positive or negative.

 

1. Determine the temperature correction for the entire length of the distance measured.

2. Give the correction for the absolute length of the tape, accounting the full length it measured.

3. Determine the sag correction for one tape length.

4. Determine the pull correction for the entire length of the distance measured.

5. Compute for the slope correction for the entire length of the distance measured.

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