Solution: 8,412.00 m² Site Details: Section Width (S)-12 m 13 m 49 m 51 m 58 m 60 m 60 m 57 m Homework 1 - Herons and Simpsons Areas Q9: Determine the area of the excavation: WTC

What is Dimension D? Setback = 0.252, Bend Allowance = 0.345

Kindly answer this, this is in the surveying subject. Thankyou in advance have a nice day! (your explantion) -How to compute volume of eathworks? -How to compute volume of eathworks by pit method?

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Given the mass diagram points and information shown below, what is the total cost of earthwork for this project? Fill the table below: Free haul distance = 0.30 miles, Cost of Excavation = $10/yd3 Max. Overhaul distance = 1 mile, Borrow/Waste = $5/yd3 Overhaul = $1.50/sta.-yd. 3000 1800 2000 1200 1000 1200 1000 1000 1000 50 50 200 -100 O+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 -1200 -1200 1000 -2000 -2500 -2500 -3000 -3000 4000 Distance (stations) Cumulative Volume (yd")

Determine the volume of excavation works required, assuming that Erika does not allow aquantity allowance for the Contractor's workspace.

A nigh rise bullaing will be bullt in a reclalmed area in Metro Manila. Concrete ples will be used as Its foundation with details and plans as follows: 0.875m -1.800m 1.800m 1.800m 1.800m 1.800m 1.800m 0.875m 0.875m 1.800m C-1 C-2 1.800m 1.800m 1.800m C-1 С-2 1.800m 1.800m FOUNDATION PLAN

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Thank you. Please hand write the soulution to problem if possible thanks.

Net Cumulative Yardage 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 None of these. 11.7 6.0 O 8.0 5.0 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.25/cu. yd. Borrow Cost: $4.50/cu. yd. Overhaul Cost: $0.75/sta*cu. yd. Free Haul Limit: 600 ft. Compute the limit of economic haul: O 12.0 -3,000 1,500 5 2,100 6.0 8.0 10 3,500 + 7.1 2,100 1,100 Stations 15 7.0 8.0 6.0 20 1,500 750 25