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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8fce4dcf-6aec-402a-98ee-346cfd8c28b7%2F67b2c9bb-d493-4b28-aa4d-ee52d23355fe%2Fvwe2bit_processed.jpeg&w=3840&q=75)
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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