4.Given the cross section notes of an earthwork between station 10+100 to 10+200. Assume bothstations to have the same side slope and width of the base.STA. 10+100Left6.45+2.3Right4.5+1.0Center+1.5STA. 10+2006.0.+2.06.9.+2.6a) Compute the width of the base.b) Compute the value of x at station 10+200 if it has a cross sectional area of 14.64 m².c) Compute the volume between stations 10+100 and 10+200 using end area method withprismoidal correction.

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4. Given the cross section notes of an earthwork between station 10+100 to 10+200. Assume both stations to have the same side slope and width of the base. STA. 10+100 Left 6.45 +2.3 Right 4.5 +1.0 Center +1.5 STA. 10+200 6.0. +2.0 +2.6 a) Compute the width of the base. b) Compute the value of x at station 10+200 if it has a cross sectional area of 14.64 m². c) Compute the volume between stations 10+100 and 10+200 using end area method with prismoidal correction

4. Given the cross section notes of an earthwork between station 10+100 to 10+200. Assume both stations to have the same side slope and width of the base. STA. 10+100 Left 6.45 +2.3 Right 4.5 +1.0 Center +1.5 STA. 10+200 6.0. +2.0 +2.6 a) Compute the width of the base. b) Compute the value of x at station 10+200 if it has a cross sectional area of 14.64 m². c) Compute the volume between stations 10+100 and 10+200 using end area method with prismoidal correction

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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