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 +2 +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 15m2 c.) COMPUTE THE VOLUME OF EARTH BETWEEN THE TWO STATIONS USING END AREA METHOD CONSIDERING PRISMOIDAL CORRECTION.

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 +2 +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 15m2 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

Section: Chapter Questions

Problem 1P

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