COMPUTE THE VOLUME OF THE STOCKPILE SHOWN BELOW IN CUBIC YARDS USING THE AVERAGE AREA METHOD. PROVIDE YOUR RESULTS ON THIS PAGE USING THE WINDOWS CLIPBOARD CUT AND PASTE TOOLS. 166 170 168 -172 CONTOUR AREA = 2,663 S.F. CONTOUR AREA = 8,217 S.F CONTOUR AREA = 16,284 S.F CONTOUR AREA = 29,734 S.F. AVERAGE AREA METHOD FOR VOLUME OF EXCAVATION AND STOCKPILE CONTOUR ELEVATION CONTOUR AREA (FT) (FT³) ELEVATION DIFFERENCE (DEPTH) BETWEEN CONSECUTIVE CONTOURS AVERAGE AREA BETWEEM CONSECUTIVE CUMMULATIVE CONTOURS VOLUME (FT³) CUMMULATIVE VOLUME VOLUME (CY) (FT³) (FT) (FT)
COMPUTE THE VOLUME OF THE STOCKPILE SHOWN BELOW IN CUBIC YARDS USING THE AVERAGE AREA METHOD. PROVIDE YOUR RESULTS ON THIS PAGE USING THE WINDOWS CLIPBOARD CUT AND PASTE TOOLS. 166 170 168 -172 CONTOUR AREA = 2,663 S.F. CONTOUR AREA = 8,217 S.F CONTOUR AREA = 16,284 S.F CONTOUR AREA = 29,734 S.F. AVERAGE AREA METHOD FOR VOLUME OF EXCAVATION AND STOCKPILE CONTOUR ELEVATION CONTOUR AREA (FT) (FT³) ELEVATION DIFFERENCE (DEPTH) BETWEEN CONSECUTIVE CONTOURS AVERAGE AREA BETWEEM CONSECUTIVE CUMMULATIVE CONTOURS VOLUME (FT³) CUMMULATIVE VOLUME VOLUME (CY) (FT³) (FT) (FT)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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