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Find the Volume of material to be removed from the total trench is ?

Find the Volume of material to be removed from the total trench is ?

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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Find the Volume of material to be removed from the total trench is ?
Side View Existing 127.92 127.92 94.2² = Cross Section Station: 27 136.52 Elev. 'A' 3.61 13/0.21. Drawing not to scale Existing Ground Pipe to be repaired 64.000m Your given distance from end ياء Cross Section Here is a cross-section view of your pipe at your assigned chainage. The incline on the left side is at a slope of 1 to 1, or 45°. The incline on the right side is determined by a distance from the center line of the job. Determine the grade of this slope. To determine the end area, use a baseline of 2.000 meters below the calculated bottom of pipe. Elev. 'A' + 4.00m 130.10.2l 16 1.42~ C/L Invert of Pipe m 2.00m → 260m 6.00m Elev. 'B' * 85.000 m 135.10 1.00m-1.00m- 124.31 1.19 122.31 Name: Attique Chades. N. 27 21m →> 16.00m Elev. 'C' Slope Grade 75.9% Existing end elevatien = 123.12m 137.70 Existing Ground 126-31 124.31%, 15.000m å 263.5² Elev. 'C BE11 Baseline
Transcribed Image Text:Side View Existing 127.92 127.92 94.2² = Cross Section Station: 27 136.52 Elev. 'A' 3.61 13/0.21. Drawing not to scale Existing Ground Pipe to be repaired 64.000m Your given distance from end ياء Cross Section Here is a cross-section view of your pipe at your assigned chainage. The incline on the left side is at a slope of 1 to 1, or 45°. The incline on the right side is determined by a distance from the center line of the job. Determine the grade of this slope. To determine the end area, use a baseline of 2.000 meters below the calculated bottom of pipe. Elev. 'A' + 4.00m 130.10.2l 16 1.42~ C/L Invert of Pipe m 2.00m → 260m 6.00m Elev. 'B' * 85.000 m 135.10 1.00m-1.00m- 124.31 1.19 122.31 Name: Attique Chades. N. 27 21m →> 16.00m Elev. 'C' Slope Grade 75.9% Existing end elevatien = 123.12m 137.70 Existing Ground 126-31 124.31%, 15.000m å 263.5² Elev. 'C BE11 Baseline
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