The following data was collected in a road project: • Free haul distance = 50 meters Cost of borrow= 5 pesos per GUm 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. STATION AREA CUT FILL 2+440 51 2+740 BALANCING POINT 3+040 69 a. Compute the length of economic haul. b. Compute the overhaul volume. c. Compute the volume of borrow. d. Compute of the volume of waste.

The following data was collected in a road project: • Free haul distance = 50 meters Cost of borrow= 5 pesos per GUm 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. STATION AREA CUT FILL 2+440 51 2+740 BALANCING POINT 3+040 69 a. Compute the length of economic haul. b. Compute the overhaul volume. c. Compute the volume of borrow. d. Compute of the volume of waste.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter1: Introduction To Statics

Section: Chapter Questions

Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...

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