Surveying | Corrections in Tape Part 1 of 2

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  • Опубліковано 14 гру 2024

КОМЕНТАРІ • 12

  • @jrc23
    @jrc23 2 роки тому +1

    Shout out kay elie at jessie at izel balikan ko to after 5yrs.

  • @johngeliliovillar708
    @johngeliliovillar708 2 роки тому +1

    Good day, sir. Could you please show the calculator as you work through this problem?

  • @ACSC_2004
    @ACSC_2004 3 місяці тому +1

    Tintin...tudlu-i ko ani😊

    • @kchelvs
      @kchelvs 3 місяці тому

      kinsa na si Tintin?

    • @ACSC_2004
      @ACSC_2004 3 місяці тому

      ​@@kchelvsHAHAHAHAHA 🤗

  • @juandomingodelosreyes6826
    @juandomingodelosreyes6826 Рік тому

    thank you for the video

  • @cathfragata7677
    @cathfragata7677 3 роки тому

    What if rectangular building ung ilalayout? Any tutorial po

  • @ajopheth2538
    @ajopheth2538 3 роки тому

    : 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 3 місяці тому

      a) 30.001025 m
      b) -0.003975
      c) 472.837 m

  • @amalmahdiamalmahdi
    @amalmahdiamalmahdi 2 місяці тому

    Please reference these examples

  • @thegrayside7250
    @thegrayside7250 Рік тому

    solid👍

  • @Shashin2023
    @Shashin2023 3 роки тому

    Grateful