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Surveying | Corrections in Tape Part 1 of 2 

the Engineer's Insight
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27 окт 2024

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Комментарии : 12   
@johngeliliovillar708
@johngeliliovillar708 2 года назад
Good day, sir. Could you please show the calculator as you work through this problem?
@jrc23
@jrc23 2 года назад
Shout out kay elie at jessie at izel balikan ko to after 5yrs.
@juandomingodelosreyes6826
@juandomingodelosreyes6826 Год назад
thank you for the video
@thegrayside7250
@thegrayside7250 Год назад
solid👍
@ajopheth2538
@ajopheth2538 3 года назад
: A line recorded as 472.90 m long. It is measured with a 0.65 kg tape ( 30m ) which is 30.005 m long at 68° F under a 5.0968 kg pull support at both ends. During measurement the temperature is 41° F and the tape is suspended under a 75N pull. The line is measured on 4% grade. E = 200 GPa, Cross-sectional area of tape is 3mm?. Hint: K=0.00000645 ATIF a. Compute the actual length of the tape during the measurement. ( 10 points) b. Compute the total error to be corrected for the inclined distance ( 5 points ) c. What is the true horizontal distance. 10 points)
@harshini_0027
@harshini_0027 Месяц назад
a) 30.001025 m b) -0.003975 c) 472.837 m
@ACSC_2004
@ACSC_2004 Месяц назад
Tintin...tudlu-i ko ani😊
@kchelvs
@kchelvs Месяц назад
kinsa na si Tintin?
@ACSC_2004
@ACSC_2004 Месяц назад
​@@kchelvsHAHAHAHAHA 🤗
@Shashin2023
@Shashin2023 3 года назад
Grateful
@amalmahdiamalmahdi
@amalmahdiamalmahdi Месяц назад
Please reference these examples
@cathfragata7677
@cathfragata7677 3 года назад
What if rectangular building ung ilalayout? Any tutorial po