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1. From Sta. 0+200, the ground makes a uniform slope of -6% to Sta. 0+280. A proposed 8.0m wide roadway with a uniform slope of +4% is to be laid out from 0+200 to 0+280 as shown. Assuming both cut and fill sections are three level sections with side 0+200 finished roadway 0:330

1. From Sta. 0+200, the ground makes a uniform slope of -6% to Sta. 0+280. A proposed 8.0m wide roadway with a uniform slope of +4% is to be laid out from 0+200 to 0+280 as shown. Assuming both cut and fill sections are three level sections with side 0+200 finished roadway 0:330

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. From Sta. 0+200, the ground makes a uniform slope of -6% to Sta. 0+280. A proposed 8.0m wide roadway with a uniform slope of +4% is to be laid out from 0+200 to 0+280 as shown. Assuming both cut and fill sections are three level sections with side 0+200 finished roadway 0+280 a. End areas for cut and fill b. ground surface slopes of 1.5:1, solve for the following: Volume of Cut and Fill using Average End Area Method
Transcribed Image Text:1. From Sta. 0+200, the ground makes a uniform slope of -6% to Sta. 0+280. A proposed 8.0m wide roadway with a uniform slope of +4% is to be laid out from 0+200 to 0+280 as shown. Assuming both cut and fill sections are three level sections with side 0+200 finished roadway 0+280 a. End areas for cut and fill b. ground surface slopes of 1.5:1, solve for the following: Volume of Cut and Fill using Average End Area Method
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