Can you pls help me understand how this is solve.. Topic: Tape corrections (Fundamental surveying) •pls answer with Complete Solution • 3 decimal places ALL answers 1. A Civil Engineer used a 50m tape in measuring an inclined distance. The measured length on the slope was recorded to be 528.368 m. long. The difference in elevation between the initial point and the end point was found to be 6.369 m. The 50m tape is of standard length at a temp. of 28degC and a pull of 8kg. During the measurement, the temperature reading was 35degC and tape was supported for a full-length with an applied pull of 12kg. Cross sectional area of tape is 0.03 sq. cm., weight of tape is 0.50kg. Determine the true horizontal distance. Thank you. I'll give your answer A LIKE for helping me with this..
Can you pls help me understand how this is solve..
Topic: Tape corrections (Fundamental
•pls answer with Complete Solution
• 3 decimal places ALL answers
1. A Civil Engineer used a 50m tape in measuring an inclined distance. The measured length on the slope was recorded to be 528.368 m. long. The difference in elevation between the initial point and the end point was found to be 6.369 m. The 50m tape is of standard length at a temp. of 28degC and a pull of 8kg. During the measurement, the temperature reading was 35degC and tape was supported for a full-length with an applied pull of 12kg. Cross sectional area of tape is 0.03 sq. cm., weight of tape is 0.50kg. Determine the true horizontal distance.
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I'll give your answer A LIKE for helping me with this..
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