INSTRUCTIONS: Provide yow COMPLETE solution including illustrations and sketches, legibly. Shortcut solutions will be discounted of their scores. From the given earthworks data shown, determine the total cost of earthworks if unit cost of haul is P 500 per meter- station, 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 distance is estimated to be 400 m. Assume shrinkage to be 20%. VOLUME STATION ()CUT ) FILL 5+ 000 5+ 100 -420 5+ 200 -540 5+ 300 5+ 400 S+ 500 5+ 600 5+ 700 5+ S00 5+ 900 6+ 000 6 + 100 6 + 200 6 + 300 6 + 400 6 + 500 6 + 500 -450 -520 -620 -580 -430 -720 -350 -340 980 -680 1050 840 720 800 940 6+ 700 6 + S00 1080 s80 6 + 900 940 7+ 000 1440 7+ 100 780 7+ 200 900 7+ 300 850 7+ 400 720 7+ 500 920 -460 7+ 500 -430 7+ 700 -550 7+ 800 7+ 900 8 + 000 8 + 100 -650 -780 -560 -480 8+ 200 -530 8 + 300 -680 8+ 400 -790 8+ 500 -530 8+ 500 -420 8 + 700 8 + 800 8 + 900 9 + 000 -520 480 -830 580 420 560 9+ 100 9+ 200 780 9+ 300 9+ 400 9 + 500 840 920 840 9+ 600 720 9+ 700 650 9 + 800 9 + 900 520 440 10 + 000 520

INSTRUCTIONS: Provide yow COMPLETE solution including illustrations and sketches, legibly. Shortcut solutions will be discounted of their scores. From the given earthworks data shown, determine the total cost of earthworks if unit cost of haul is P 500 per meter- station, 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 distance is estimated to be 400 m. Assume shrinkage to be 20%. VOLUME STATION ()CUT ) FILL 5+ 000 5+ 100 -420 5+ 200 -540 5+ 300 5+ 400 S+ 500 5+ 600 5+ 700 5+ S00 5+ 900 6+ 000 6 + 100 6 + 200 6 + 300 6 + 400 6 + 500 6 + 500 -450 -520 -620 -580 -430 -720 -350 -340 980 -680 1050 840 720 800 940 6+ 700 6 + S00 1080 s80 6 + 900 940 7+ 000 1440 7+ 100 780 7+ 200 900 7+ 300 850 7+ 400 720 7+ 500 920 -460 7+ 500 -430 7+ 700 -550 7+ 800 7+ 900 8 + 000 8 + 100 -650 -780 -560 -480 8+ 200 -530 8 + 300 -680 8+ 400 -790 8+ 500 -530 8+ 500 -420 8 + 700 8 + 800 8 + 900 9 + 000 -520 480 -830 580 420 560 9+ 100 9+ 200 780 9+ 300 9+ 400 9 + 500 840 920 840 9+ 600 720 9+ 700 650 9 + 800 9 + 900 520 440 10 + 000 520

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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