E Reading lis3+04070What is the limit of economic haul?[ Select ]What is the free haul volume?[ Select ]v mWhat is the overhaul volume?[ Select ]m3What is the waste volume?[ Select ]What is the borrow volume?[ Select ]mWhat is the length of the over haul?[ Select ]v in minWhat is the overhaul? [ Select]meter-station The given data of a proposed road is tabulated below.The free haul distance is 50m and the cost of borrow is420 Php per m3, the cost of excavation is 350 Php perm3, and the cost of haul is 21 Php per meter-station. Theground surface is assumed to be uniformly sloping.Area in Area inStationm2m2cutfill2+440502+7403+04070What is the limit of economic haul?[ Select ]What is the free haul volume?[ Select ]What is the overhaul volume?[ Select ]m3What is the waste volume?[ Select ]m3What is the borrow volume?[ Select ]m3

Given Free Haul distance =50m Cost of borrow = 420 Php per m3 Cost of excavation = 350 Php per m3…

Answered: The given data of a proposed road is…

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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Express your computations and answers in the nearest 4 DECIMAL PLACES. Show COMPLETE SOLUTION and ILLUSTRATIONS The areas of the cross-section of excavation is 4 567.80 sq.m, 3 456.90 sq.m, and 3 876.30 sq.m. The spacing of each cross-section from each other is 10m.A Dump Truck is rented Php 20,000 per day and can make 7 trips in a day. Find the cost of hauling if 5 Dump Trucks with a capacity of 10 cu.m per trip is used.
determine the area of his lot which is shown below. use a combination of the Trapezoidal Rule and Simpson's 1/3 Rule for area computation. The data he gathered are as follows: h1 = 10.07 meters, h2 = 10.28 meters, h3 = 12.32 meters, h4 = 12.02 meters, h5 = 12.8 meters, h6 = 10.49 meters, h7 = 10.58 meters, d1 = 8 meters, d2 = 8 meters, d3 = 17 meters, d4 = 22 meters, d5 = 13 meters, d6 = 29 meters. What will be the resulting area (in hectares)?
92) Determine a PERT calculations for the following network and find the critical path. Task A D G H 1 cast time(d) 2.5 8 3.5 5 Maximum time(d) Most likely(d) JA 4 B 9 11 10 C 13 20 16.5 1T 10 6 E F 7.5 3 12.5 6 10 4.5 5 H 134 3.5 4.5 9 1 1.5 2.5 2
The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 19+2600 8.09 5 0 5 8.25 6.54 5 4 6 6.7 Determine the cross sectional area at STA 19+2600. Round your answer to 3 decimal places.
The following data was collected in a road project: Free haul distance = 50 meters Cost of borrow = 5 pesos per cu.m Cost of haul = 0.25 pesos per meter station Stationing of one limit of free haul = 2+763.12 Stationing of one limit of economic haul = 2+948.03 Assume the ground surface has a uniform slope from cut to fill. compute for: the length of economic haul. the overhaul volume. the volume of borrow. the volume of waste.
Net Cumulative Yardage ● 5000 ● 4000 3000 2000 1000 -1000 -2000 -3000 -4000 -5000 0 O $34,000.00 Compute the total excavation cost: $10,000.00 Given the Mass Haul Diagram above and the following information: Excavation Cost: $4.00/cu. yd. Borrow Cost: $4.25/cu. yd. Overhaul Cost: $1.25/sta*cu. yd. Free Haul Limit: 600 ft. $32,000.00 5.0 None of these. -3,000 O $26,000.00 1,500 5 2,100 Mass Diagram 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
Given the following requirements for a site project and calculate the freehaul volume? • The total haul distance is between station 9+63 and 15+21. Freehaul distance is between station 10+39 and 14+56 • Overhaul is approximately 642186 CY-ft.
Q12. After surveying a borrow pit, the surveyor produced the following pit grade below. What is the total volume (cubic yard)? The unit in the map is ft, the square is 20ft x 20ft. 5.0 4.9 20.0 4.2 3.9 5.4 13.3- -13.3 4.3 4.6 5.4 4.4 -20.0 6.1 5.4 5.8 4.9 4.7 4.8 5.1 4.6 3.9 -13.3- -26.7- 4.6 5.4 4.4 |3.9 5.5 5.1 4.9 4.2 4.2 3.9 4.4 4.7 -20.0 -20.0
Given the following set of slope staking notes: Sta oooo 23+00 22+00 21+00 20+50 34.7 O 46.3 38.6 O 48.2 L 23.1 FX₁ 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 0 R C 5.8 X₂ What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer] C 9.0 43.0 C 4.3 33.6 C 2.1 29.2 Bases Base for cut = 50 ft Base for fill = 30 ft s = 2:1
The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 24+600 6.28 0 7.27 6.89 6.87 4.24 Determine the cross sectional area at STA 24+600. Round your answer to 3 decimal places.
A silo consists of a right circular cylinder surmounted by a hemisphere. Find themost economical proportions for the silo, if the walls cost Php 3/sq in, the floorcosts Php 9 /sq in and the roof costs Php 12/sq in.

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