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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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• Example:- A Sewer is to be laid at a uniform gradient of 1 in 200, between two
points X and Y, 240 m apart. The reduced level of the invert at the outfall X is
150.82m . In order to fix sight rails at X and Y, readings are taken with a level in
the following order:
Reading
|Staff station
Near X R.I 153.81
B.S. 0.81
I.S 'a'
I.S 1.07
F.S 0.55
Top of sight rail at X
Peg at X
C.P. between X and Y
B.S 2.15
C.P between X and Y
I.S b'
Top of sight rail at Y
F.S. 2
Peg at Y
• i) Draw up a level book and find the reduced levels of the pegs.
ii)if a boning rod of length 3m is to be used, find the level readings a and b.
• liFind the height of the sight rails above the pegs at X and Y.
Transcribed Image Text:• Example:- A Sewer is to be laid at a uniform gradient of 1 in 200, between two points X and Y, 240 m apart. The reduced level of the invert at the outfall X is 150.82m . In order to fix sight rails at X and Y, readings are taken with a level in the following order: Reading |Staff station Near X R.I 153.81 B.S. 0.81 I.S 'a' I.S 1.07 F.S 0.55 Top of sight rail at X Peg at X C.P. between X and Y B.S 2.15 C.P between X and Y I.S b' Top of sight rail at Y F.S. 2 Peg at Y • i) Draw up a level book and find the reduced levels of the pegs. ii)if a boning rod of length 3m is to be used, find the level readings a and b. • liFind the height of the sight rails above the pegs at X and Y.
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