slope. It has a side slope of 2:1 and the base width of the roadway is 12 m. (a) Compute the volume between the two stations using Prismoidal Formula in m³. (b) Compute the Prismoidal correction between the two stations in m³. (c) Compute the curvature correction between the two stations if the degree of curve of the road is 5° which turns to the right of the cross sections in m³.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Question

do not shortcut, 5 decimal places

A highway fill stretches between stations 10+110 and 10+210 with a uniform ground
slope. It has a side slope of 2:1 and the base width of the roadway is 12 m. (a) Compute
the volume between the two stations using Prismoidal Formula in m³. (b) Compute the
Prismoidal correction between the two stations in m³. (c) Compute the curvature
correction between the two stations if the degree of curve of the road is 5° which turns
to the right of the cross sections in m³.
?
?
?
?
Station 10+110
-4.0 -5.0 -6.0 ?
0 6 7
6
Station 10+210
-6.0 -7.0
-7.⁰
6
0
-8.0
?
لال
6 ?
Transcribed Image Text:A highway fill stretches between stations 10+110 and 10+210 with a uniform ground slope. It has a side slope of 2:1 and the base width of the roadway is 12 m. (a) Compute the volume between the two stations using Prismoidal Formula in m³. (b) Compute the Prismoidal correction between the two stations in m³. (c) Compute the curvature correction between the two stations if the degree of curve of the road is 5° which turns to the right of the cross sections in m³. ? ? ? ? Station 10+110 -4.0 -5.0 -6.0 ? 0 6 7 6 Station 10+210 -6.0 -7.0 -7.⁰ 6 0 -8.0 ? لال 6 ?
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