1:100 from station 0+050 to station 150 m. The existing ground levels on the cente: line at stations 0+050, 0+100, and 0+150 are 71.62 m, 72.34 m, and 69.31 m respectively and the ground slopes at 1:3 at right angles to the proposed center line. I the center line formation level at station 0+050 is 71.22 m and side slopes are to be in 1:1 in cut and 1:2 in fill, (use prismoidal formula) 18. Calculate the volume of cut between stations 0+050 and 0+150. 19. Calculate the volume of fill between stations 0+050 and 0+150.
1:100 from station 0+050 to station 150 m. The existing ground levels on the cente: line at stations 0+050, 0+100, and 0+150 are 71.62 m, 72.34 m, and 69.31 m respectively and the ground slopes at 1:3 at right angles to the proposed center line. I the center line formation level at station 0+050 is 71.22 m and side slopes are to be in 1:1 in cut and 1:2 in fill, (use prismoidal formula) 18. Calculate the volume of cut between stations 0+050 and 0+150. 19. Calculate the volume of fill between stations 0+050 and 0+150.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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