Sta 1+020 6.45 +1.5 +2.3 Sta 1+040 +1.2 6.0 +2.0 1. Solve for the side slope, S 6.45=2.3S+B/2 and 4.5=S(1)+B/2, where B is the road width 2. Compute for the Volume using END AREA 3. Compute for the Volume using PRISMOIDAL method (long method) 4. Compute for the Volume using prismoidal correction S 4.5 +1.0 6.9 +2.6 SLO
Sta 1+020 6.45 +1.5 +2.3 Sta 1+040 +1.2 6.0 +2.0 1. Solve for the side slope, S 6.45=2.3S+B/2 and 4.5=S(1)+B/2, where B is the road width 2. Compute for the Volume using END AREA 3. Compute for the Volume using PRISMOIDAL method (long method) 4. Compute for the Volume using prismoidal correction S 4.5 +1.0 6.9 +2.6 SLO
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Sta 1+020
6.45
+1.5
+2.3
Sta 1+040
6.0
+1.2
+2.0
1. Solve for the side slope, S
6.45=2.3S+B/2 and 4.5=S(1)+B/2, where B is the road width
2. Compute for the Volume using END AREA
3. Compute for the Volume using PRISMOIDAL method (long method)
4. Compute for the Volume using prismoidal correction
Note: retain values in 3-4 decimal places
S
-2.35
6.45
4.5
+1.0
6.9
+2.6
S 10](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F13a8bf8f-a4b8-4c76-a32e-0e4defb82e79%2Fcd011cea-3f24-49e0-a031-4222b8c240a2%2Fn3ikxuj_processed.png&w=3840&q=75)
Transcribed Image Text:Sta 1+020
6.45
+1.5
+2.3
Sta 1+040
6.0
+1.2
+2.0
1. Solve for the side slope, S
6.45=2.3S+B/2 and 4.5=S(1)+B/2, where B is the road width
2. Compute for the Volume using END AREA
3. Compute for the Volume using PRISMOIDAL method (long method)
4. Compute for the Volume using prismoidal correction
Note: retain values in 3-4 decimal places
S
-2.35
6.45
4.5
+1.0
6.9
+2.6
S 10
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