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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
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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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 excavation for a 10m. roadway Sta 25+100 7.85 0.00 8.45 3.20 EDI Sta 25+150 9.35 0.00 10.7 2.90 1.9 2.30 2.60 3.8 What is the volume of excavation in cu.m. between the two stations? Use prismoidal formula.
Transcribed Image Text: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 excavation for a 10m. roadway Sta 25+100 7.85 0.00 8.45 3.20 EDI Sta 25+150 9.35 0.00 10.7 2.90 1.9 2.30 2.60 3.8 What is the volume of excavation in cu.m. between the two stations? Use prismoidal formula.
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