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B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5- -1.948m 0+05 2.03m 0+20 E 2.115m 0+25 F 3.135m 0+30 G 3.690m 0+05- 0+02.5 H 0+35 0+02.5- 4.80m 0+05 3.690m 3.690m 3.630m 3.70m

B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5- -1.948m 0+05 2.03m 0+20 E 2.115m 0+25 F 3.135m 0+30 G 3.690m 0+05- 0+02.5 H 0+35 0+02.5- 4.80m 0+05 3.690m 3.690m 3.630m 3.70m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute The reduce level of The readings for cross sectional levelling at stations (0+00) and ( 0+35) are shown in the figure below to construct a road with width (10m) and side slope (1V:2H).The elevation of the first point for the Road is (20m),?

B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5- -1.948m 0+05 2.03m 0+20 E 2.115m 0+25 F 3.135m 0+30 G 3.690m 0+05- 0+02.5 H 0+35 0+02.5- 4.80m 0+05 3.690m 3.690m 3.630m 3.70m
Transcribed Image Text:B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5- -1.948m 0+05 2.03m 0+20 E 2.115m 0+25 F 3.135m 0+30 G 3.690m 0+05- 0+02.5 H 0+35 0+02.5- 4.80m 0+05 3.690m 3.690m 3.630m 3.70m
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