Compute for the volume of excavation using end area method. It is required to determine the earthwork volume on a portion of roadconstruction grading work based on the following cross section notes:Station 7+460+0.32+0.60+1.92+1.52+1.324.143.53.56.14Station 7+500+2.70+3.20+1.60+1.20+2.48.93.53.58.3The base of the road is 7.0m and the side slopes are 2:1. All units are inmeters.

For the station 7+460 - Area - A1 = 12×4.14 - 3.5×.6 + 12×1.92 + .6×3.5 + 12×1.92 + 1.52×3.5 +…

Answered: Compute for the volume of excavation…

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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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. Determine the number of trucks for: If truck capacity=12 m3 (loose) and distance to dump area is 7.5 km. Vh=30 km/hr, Vr=60 km/hr, ts=2 min., td=3.5 min. Truck efficiency and dipper factor are same as those of the backhoes.
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Discuss, evaluate and propose a suitable excavation and lateral support system(s) (ELS) for the basement construction.
A rectangular channel 7.1 m wide by 3.1 m deep is lined with a smooth stone, well laid and has a hydraulic slope of 0.003. Using n = 0.028. What savings in earth excavation in m2 could have been offered by using more favorable proportions but adhering to the same delivery and slope? Round your answer to 4 decimal places.
Given the following data, compute for the total excavation required for column footing/s. Write numerical values only. Use 2 decimal places. NjE COUNT j(m) W (m) D (m) T (m) F1 10 1.20 1.20 1.25 0.35 F2 10 1.40 1.40 1.25 0.35 F3 10 1.60 1.60 1.25 0.35 F4 10 1.30 1.30 1.25 0.35
Given the following sections: Station 2 + 020 a b + 2.5 +3.15 2.65 Station 2 + 080 C d 2.5 -2.5 -3.65 Base for cut = 12 m, Sideslope for cut = 1.5:1 Base for fill = 12 m, Sideslope for fill = 2:1 Required: 1. What is the stationing of the end of excavation? 2. Find the volume of fill by end area method. 3. Compute the volume of excavation by end area.
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An excavation for a square footing is 3.5m deep. The bottom of the excavation is 4 square meters. If the sides have a 0.5:1 slope, use the frustum formula to calculate the volume of excavation in cubic meters.
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The answer is 3830.43 LCM 6. As part of a road construction project, an excavation that is 2km long by 3m wide and 0.5m deep must be backfilled and compacted. The excavation will be backfilled with sand and gravel. What volume of (in LCM) of sand and gravel must be brought to site to complete this job?

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