PROBLEM 3 GIVEN THE CROSS SECTION NOTES OF AN EARTHWORK BETWEEN STA. 2+300 TO 2+450. ASSUME BOTH STATIONS TO HAVE THE SAME SIDE SLOPE AND SAME WIDTH OF BASE. STA. 2+300 STA. 2+450 LEFT CENTER RIGHT LEFT CENTER RIGHT 5.5 6.3 4.9 7.3 +1 +14 +0.7 +1.9 a.) COMPUTE THE SIDE SLOPE OF BOTH SECTIONS b.) COMPUTE THE VALUE OF X AT STATION 2+300 IF IT HAS A CROSS SECTIONAL AREA OF 15m? c.) COMPUTE THE VOLUME OF EARTH BETWEEN THE TWO STATIONS USING END AREA METHOD CONSIDERING PRISMOIDAL CORRECTION.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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PROBLEM 3
GIVEN THE CROSS SECTION NOTES OF AN EARTHWORK BETWEEN STA. 2+300 TO 2+450. ASSUME BOTH STATIONS
TO HAVE THE SAME SIDE SLOPE AND SAME WIDTH OF BASE.
STA. 2+300
STA. 2+450
LEFT
CENTER
RIGHT
LEFT
CENTER
RIGHT
5.5
6.3
4.9
7.3
+1
+1.4
+0,7
+1.9
a.) COMPUTE THE SIDE SLOPE OF BOTH SECTIONS
b.) COMPUTE THE VALUE OF X AT STATION 2+300 IF IT HAS A CROSS SECTIONAL AREA OF 15m?
c.) COMPUTE THE VOLUME OF EARTH BETWEEN THE TWO STATIONS USING END AREA METHOD CONSIDERING
PRISMOIDAL CORRECTION.
Transcribed Image Text:PROBLEM 3 GIVEN THE CROSS SECTION NOTES OF AN EARTHWORK BETWEEN STA. 2+300 TO 2+450. ASSUME BOTH STATIONS TO HAVE THE SAME SIDE SLOPE AND SAME WIDTH OF BASE. STA. 2+300 STA. 2+450 LEFT CENTER RIGHT LEFT CENTER RIGHT 5.5 6.3 4.9 7.3 +1 +1.4 +0,7 +1.9 a.) COMPUTE THE SIDE SLOPE OF BOTH SECTIONS b.) COMPUTE THE VALUE OF X AT STATION 2+300 IF IT HAS A CROSS SECTIONAL AREA OF 15m? c.) COMPUTE THE VOLUME OF EARTH BETWEEN THE TWO STATIONS USING END AREA METHOD CONSIDERING PRISMOIDAL CORRECTION.
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