CECE 3223 Construction Measurement-IVProblem Set: 1a. Estimate the quantity of earthwork for a portion of road from the following data:Chainage1345689Reduced7.507.707.507.256.856.956.706.456.305.95LevelThe formation level at chainage 0 is 8.00 m and having falling gradient of 1 in 100.The top widthis 12.00 m and side slopes 12 horizontal to 1 vertical assuming the transverse direction is in level.Calculate the quantity of earth work by using Trapezoidal & Prismoidal formula.Take 1 chain length = 20.00 m.ReducedReducedBdSd?Bd+Sd?Chainage Distancelevel oflevel of(m)Ground(m) Formation(m)(m²)(m²)(m²)7.501207.70407.503607.254806.851006.956.1206.7071406.458.1606.3091805.95102.

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CECE 3223 Construction Measurement -IV Problem Set: 1 a. Estimate the quantity of earthwork for a portion of road from the following data: Chainage 1 3 4 5 6. 7 9. Reduced 7.50 7.70 7.50 7.25 6.85 6.95 6.70 6.45 6.30 5.95 Level The formation level at chainage 0 is 8.00 m and having falling gradient of 1 in 100.The top width is 12.00 m and side slopes 1½ horizontal to 1 vertical assuming the transverse direction is in level. Calculate the quantity of earth work by using Trapezoidal & Prismoidal formula. Take 1 chain length = 20.00 m. %3D Reduced Reduced Bd Sd? Bd+Sd? D Chainage Distance level of level of (m) Ground(m) Formation(m) (m²) (m²) (m?) 7.50 1 20 7.70 40 7.50 2.

CECE 3223 Construction Measurement -IV Problem Set: 1 a. Estimate the quantity of earthwork for a portion of road from the following data: Chainage 1 3 4 5 6. 7 9. Reduced 7.50 7.70 7.50 7.25 6.85 6.95 6.70 6.45 6.30 5.95 Level The formation level at chainage 0 is 8.00 m and having falling gradient of 1 in 100.The top width is 12.00 m and side slopes 1½ horizontal to 1 vertical assuming the transverse direction is in level. Calculate the quantity of earth work by using Trapezoidal & Prismoidal formula. Take 1 chain length = 20.00 m. %3D Reduced Reduced Bd Sd? Bd+Sd? D Chainage Distance level of level of (m) Ground(m) Formation(m) (m²) (m²) (m?) 7.50 1 20 7.70 40 7.50 2.

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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