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 Compute for the Volume using END AREA 2. 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 4.5 +1.0 6.9 +2.6 1.0

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 Compute for the Volume using END AREA 2. 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 4.5 +1.0 6.9 +2.6 1.0

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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