Given the following level section notes for stations 1+160 and 1+180: 1+160 a) What is the roadbed width? 1+180 b) What is the area of section 1+160? 9.8 2.4 c) What is the area of section 1+180? 7.6 1.3 0 3.7 0 2.3 The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right 7.4 1.2 in meters 6.6 0.8 in square meters in square meters

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Given the following level section notes for stations 1+160 and 1+180:
1+160
a) What is the roadbed width?
1+180
b) What is the area of section 1+160?
9.8
2.4
c) What is the area of section 1+180?
7.6
1.3
0
3.7
The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right.
0
2.3
e) What is the prismoidal volume correction?
7.4
1.2
in meters
6.6
0.8
in square meters
in square meters
d) What is the volume between section 1+160 and 1+180 using end area method?
in cubic meters
in cubic meters
Transcribed Image Text:Given the following level section notes for stations 1+160 and 1+180: 1+160 a) What is the roadbed width? 1+180 b) What is the area of section 1+160? 9.8 2.4 c) What is the area of section 1+180? 7.6 1.3 0 3.7 The side slope is 2:1. The radius of curvature is 275 m. The center of curvature is on the right. 0 2.3 e) What is the prismoidal volume correction? 7.4 1.2 in meters 6.6 0.8 in square meters in square meters d) What is the volume between section 1+160 and 1+180 using end area method? in cubic meters in cubic meters
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