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 (+) CUT 980 1050 840 720 800 940 1080 880 940 1440 780 900 850 720 920 480 580 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

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 (+) CUT 980 1050 840 720 800 940 1080 880 940 1440 780 900 850 720 920 480 580 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

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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Similar questions

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Please answer 11.24
An excavation of 25,750 m3 (bm) is to be made for the foundation excavation of a building in 5 weeks assuming 6 workdays per week and 8 hours working time per day. It is expected that during excavation 5.0 workdays will be lost due to bad weather conditions. The excavation will be done in dry earth with an average depth of cut of 3,25 meter. Angle of swing is about 90°. Estimated working time in an hour is about 51 minutes. Calculate the unit cost of excavation in TL/m3 if hourly costs are 300 TL for the selected backhoe and 100 TL for the trucks.
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D)
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