A mountainous area was planned to be surveyed as shown below. The difference in elevation of line NO is 60.84 m and for line OP is 80.33 m and the slope distance from NO and OP are 220.73 m and 197.50 m respectively. The length of line PQ is measured at 48.2 m with an applied pull tension of 6.88 kg and the weight of the tape in gram (g) is equivalent to the last three (3) digits of your ID number (ex. 394 g). Determine the total horizontal length using corrections due to slope for line NOP and correction due to sag for line PQ. O 220.73m P = 6.88 kg N W = (last three digit of ID number) grams Q 48.2m O a. Determine the total corrected horizontal distance. O b Determine the corrected horizontal distance OP. O c. Determine the corrected horizontal distance PQ. O d. Determine the corrected horizontal distance NO. 60.84m 197.50m P 80.33m

A mountainous area was planned to be surveyed as shown below. The difference in elevation of line NO is 60.84 m and for line OP is 80.33 m and the slope distance from NO and OP are 220.73 m and 197.50 m respectively. The length of line PQ is measured at 48.2 m with an applied pull tension of 6.88 kg and the weight of the tape in gram (g) is equivalent to the last three (3) digits of your ID number (ex. 394 g). Determine the total horizontal length using corrections due to slope for line NOP and correction due to sag for line PQ. O 220.73m P = 6.88 kg N W = (last three digit of ID number) grams Q 48.2m O a. Determine the total corrected horizontal distance. O b Determine the corrected horizontal distance OP. O c. Determine the corrected horizontal distance PQ. O d. Determine the corrected horizontal distance NO. 60.84m 197.50m P 80.33m

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter15: Slope Stability

Section: Chapter Questions

Problem 15.17P

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