24. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement project. Calculate the volume of the earthwork using the End Areas and Prismoidal methods. Table Q4 Chainage (m) Cross-sectional area (A) (m²) 3980 4000 4020 4040 4060 4080 4100 4120 4140 4160 4180 4200 4220 4240 4260 4280 110.5 160.5 128.7 109.9 173.8 184 299.1 124.8 270.4 152 126.7 289 133 176.7 232.7 113.6
24. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement project. Calculate the volume of the earthwork using the End Areas and Prismoidal methods. Table Q4 Chainage (m) Cross-sectional area (A) (m²) 3980 4000 4020 4040 4060 4080 4100 4120 4140 4160 4180 4200 4220 4240 4260 4280 110.5 160.5 128.7 109.9 173.8 184 299.1 124.8 270.4 152 126.7 289 133 176.7 232.7 113.6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![24. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement project.
Calculate the volume of the earthwork using the End Areas and Prismoidal methods.
Chainage (m)
3980
4000
4020
4040
4060
4080
4100
4120
4140
4160
4180
4200
4220
4240
4260
4280
Table Q4
Cross-sectional area (A) (m²)
110.5
160.5
128.7
109.9
173.8
184
299.1
124.8
270.4
152
126.7
289
133.7
176.7
232.7
113.6](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F379f37b2-8125-4ac0-b806-322af81c8467%2F9cdf35d3-9a5e-40d8-8508-df13dcc6a12e%2Fzxfgcpr_processed.png&w=3840&q=75)
Transcribed Image Text:24. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement project.
Calculate the volume of the earthwork using the End Areas and Prismoidal methods.
Chainage (m)
3980
4000
4020
4040
4060
4080
4100
4120
4140
4160
4180
4200
4220
4240
4260
4280
Table Q4
Cross-sectional area (A) (m²)
110.5
160.5
128.7
109.9
173.8
184
299.1
124.8
270.4
152
126.7
289
133.7
176.7
232.7
113.6
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