Surveying | Corrections in Tape Part 1 of 2

[@thegrayside7250]

solid👍

[@juandomingodelosreyes6826]

thank you for the video

[@johngeliliovillar708]

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

[@jrc23]

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

[@ACSC_2004]

Tintin...tudlu-i ko ani😊

[@kchelvs]

kinsa na si Tintin?

[@ACSC_2004]

​@@kchelvsHAHAHAHAHA 🤗

[@ajopheth2538]

: 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]

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

[@amalmahdiamalmahdi]

Please reference these examples

[@cathfragata7677]

What if rectangular building ung ilalayout? Any tutorial po

[@Shashin2023]

Grateful