Situation 1: Given the cross section of an earthwork between stations 10+100 to 10+200. Assume both stations to have the same side slope and width of base. 6.45 +2.3 6.0 +2.0 Sta. 10+100 0 +1.5 Sta. 10+200 0 X 4.5 +1.0 ction. 6.9 2.6 Find: a) The base and side slope of both sections. b) The value of x at Sta. has a cross 10+200 if it sectional area of 14.64 m². c) The volume between the two stations using the end area method with prismoidal

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 1:
Given the cross section of an
stations
earthwork
between
10+100 to 10+200. Assume both
stations to have the same side
slope and width of base.
6.45
+2.3
6.0
+2.0
Sta. 10+100
0
+1.5
Sta. 10+200
0
X
4.5
+1.0
6.9
2.6
Find:
a) The base and side slope of
both sections.
a cross
b) The value of x at Sta.
10+200 if it has
sectional area of 14.64 m².
c) The volume between the two
stations using the end area
with
method
prismoidal
orrection.
F
a
i
C
M
d
e
S
S
C
S
C
Transcribed Image Text:Situation 1: Given the cross section of an stations earthwork between 10+100 to 10+200. Assume both stations to have the same side slope and width of base. 6.45 +2.3 6.0 +2.0 Sta. 10+100 0 +1.5 Sta. 10+200 0 X 4.5 +1.0 6.9 2.6 Find: a) The base and side slope of both sections. a cross b) The value of x at Sta. 10+200 if it has sectional area of 14.64 m². c) The volume between the two stations using the end area with method prismoidal orrection. F a i C M d e S S C S C
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