xcavation for a 10 m. Prob. 5. Given the following section, determine the volume whether there is waste or borrow and by how much considering a shrinkage factor 1.15. Use End area method. Base for fill = 8.00 m. Base for cut = 9.00 m. Sta 1+020 5.48 0.00 5.00 0.98 Sta 1+080 6.76 0.00 4.63 -1.84 -1.22 -0.42 3.05 0.50 Prob. 6. The cross-section notes shown below are for a ground roadway Sta 25+100 7.85 0.00 8.45 3.20 Sta 25+150 9.35 0.00 10.7 2.60 1.9 2.30 2.90 3.8 What is the volume of excavation in cu.m. between the two stations? Use prismoidal formula.

xcavation for a 10 m. Prob. 5. Given the following section, determine the volume whether there is waste or borrow and by how much considering a shrinkage factor 1.15. Use End area method. Base for fill = 8.00 m. Base for cut = 9.00 m. Sta 1+020 5.48 0.00 5.00 0.98 Sta 1+080 6.76 0.00 4.63 -1.84 -1.22 -0.42 3.05 0.50 Prob. 6. The cross-section notes shown below are for a ground roadway Sta 25+100 7.85 0.00 8.45 3.20 Sta 25+150 9.35 0.00 10.7 2.60 1.9 2.30 2.90 3.8 What is the volume of excavation in cu.m. between the two stations? Use prismoidal formula.

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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