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shrinkage of 20 %.

shrinkage of 20 %.

Structural Analysis
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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From the given earthworks data shown, determine the total cost of earthworks if unit cost of haul is P 500 per on, unit cost of borrow is P 3,500 per cubic meter, and unit cost of excavation is P 1,000 per cubic meter. Free haul dist. mated to be 400 m. Assume shrinkage of 20 %.
STATION 5+000 5+100 5 + 200 5+300 5+400 5+500 5 + 600 5+700 5 + 800 5 + 900 6 +000 6 + 100 6+ 200 6 +300 6 + 400 6 + 500 6 + 600 6+700 6 +800 6 + 900 7 +000 7+100 7 + 200 7+300 7+400 7+500 7+600 7 + 700 7+800 7 +900 8 +000 8 + 100 8 + 200 8 +300 8 + 400 8 + 500 8 + 600 8+700 8 + 800 8 + 900 9 +000 9+100 9+200 9 +300 9 + 400 9 +500 9 + 600 9+700 9 + 800 9+900 10 +000 (+) CUT 980 1050 840 720 800 940 1080 880 940 1440 780 900 850 720 920 480 580 420 560 780 840 920 840 720 650 520 440 520 VOLUME (-) FILL 0 -420 -540 -450 -520 -620 -580 -430 -720 -350 -340 -680 -460 -430 -550 -650 -780 -560 -480 -530 -680 -790 -530 -420 -520 -830
Transcribed Image Text:STATION 5+000 5+100 5 + 200 5+300 5+400 5+500 5 + 600 5+700 5 + 800 5 + 900 6 +000 6 + 100 6+ 200 6 +300 6 + 400 6 + 500 6 + 600 6+700 6 +800 6 + 900 7 +000 7+100 7 + 200 7+300 7+400 7+500 7+600 7 + 700 7+800 7 +900 8 +000 8 + 100 8 + 200 8 +300 8 + 400 8 + 500 8 + 600 8+700 8 + 800 8 + 900 9 +000 9+100 9+200 9 +300 9 + 400 9 +500 9 + 600 9+700 9 + 800 9+900 10 +000 (+) CUT 980 1050 840 720 800 940 1080 880 940 1440 780 900 850 720 920 480 580 420 560 780 840 920 840 720 650 520 440 520 VOLUME (-) FILL 0 -420 -540 -450 -520 -620 -580 -430 -720 -350 -340 -680 -460 -430 -550 -650 -780 -560 -480 -530 -680 -790 -530 -420 -520 -830
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