ts X and Y, 240 m apart. The reduced level of the invert at the outfall X is 82m. In order to fix sight rails at X and Y, readings are taken with a level in following order: Reading Staff station B.S. 0.81 Near X R.I 153.81 I.S'a Top of sight rail at X I.S 1.07 Peg at X F.S 0.55 C.P. between X and Y B.S 2.15 C.P between X and Y I.S 'b' F.S. 2 Top of sight rail at Y Peg at Y O Draw up a level book and find the reduced levels of the pegs.
ts X and Y, 240 m apart. The reduced level of the invert at the outfall X is 82m. In order to fix sight rails at X and Y, readings are taken with a level in following order: Reading Staff station B.S. 0.81 Near X R.I 153.81 I.S'a Top of sight rail at X I.S 1.07 Peg at X F.S 0.55 C.P. between X and Y B.S 2.15 C.P between X and Y I.S 'b' F.S. 2 Top of sight rail at Y Peg at Y O Draw up a level book and find the reduced levels of the pegs.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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