EX:4 Aroad emn bank ment 40m wide at brmalim lerd with sideslopes I tol and with aroverage height A 15m iş Constructed withan average gred ientA lin 4o Prom Contour 150m to 590m Hegrandhas an average slope of 10 to in direction Fransverse to the Conterline.findi1- the lengthaf the road-2- valume, f embankment in cupic metres.3- Cost A the curth work@$. (00per1 D00m?

Consider the given data Gradient=1 in 40Wideness of road embankment=40 mAverage height=15 mSide…

EX:4 Aroad em bank ment 40m wide af brmalion levd with side slapes I tol and with arovenye height A 15m iş Constructed with dn average grd ientA lin 4o Prom Contour 150 m to 590m thegraund has an average slope of 10 to l in direction Fransverse to the Conterline. find:1-the lengthaf the road - 2- volume f e mbankment in cubic metres. 3- CostA the earth work@$. (0leerl200

EX:4 Aroad em bank ment 40m wide af brmalion levd with side slapes I tol and with arovenye height A 15m iş Constructed with dn average grd ientA lin 4o Prom Contour 150 m to 590m thegraund has an average slope of 10 to l in direction Fransverse to the Conterline. find:1-the lengthaf the road - 2- volume f e mbankment in cubic metres. 3- CostA the earth work@$. (0leerl200

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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