1. From the given cross section of the proposed barangay road. The road base is 6m and the side slopes is 1.5:1. STATION 1 +020 6.45 0.0 4.5 +2.3 +1.5 +1.0 STATION 1+040 6.0 6.9 0.0 +1.2 +2.0 +2.6 a. Compute the volume between the two stations using prismoidal formula. b. Compute the volume between the two stations using average end area with prismoidal correction.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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This is in the surveying subject, thankyou for helping out, have a nice day :))
PROBLEM SET #7 Earthworks Computation- Methods of Volume Computations
1. From the given cross section of the proposed barangay road. The road base is 6m and the side
slopes is 1.5:1.
STATION 1 +020
6.45
0.0
4.5
+2.3
+1.5
+1.0
STATION 1 + 040
6.0
6.9
0.0
+1.2
+2.0
+2.6
a. Compute the volume between the two stations using prismoidal formula.
b. Compute the volume between the two stations using average end area with prismoidal correction.
Transcribed Image Text:PROBLEM SET #7 Earthworks Computation- Methods of Volume Computations 1. From the given cross section of the proposed barangay road. The road base is 6m and the side slopes is 1.5:1. STATION 1 +020 6.45 0.0 4.5 +2.3 +1.5 +1.0 STATION 1 + 040 6.0 6.9 0.0 +1.2 +2.0 +2.6 a. Compute the volume between the two stations using prismoidal formula. b. Compute the volume between the two stations using average end area with prismoidal correction.
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