5. The earthworks data of a proposed highway shown on the tabulated data. Length of economic haul - 450 m Stationing of limits of economic haul = 2+498.03 and 2+948.03 Stationing of limits of free haul - 2+713.12 and 2+763.12 Free haul distance is 50 m. Assume the ground surface to be uniformly sloping. Area Station Cut 50 m2 2+440 2+740 3+040 a) Compute the overhaul volume. b) Compute the volume of waste. c) Compute the volume of borrow. Balancing Point 70 m

Structural Analysis
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Chapter2: Loads On Structures
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5.
The earthworks data of a proposed highway shown on the tabulated data.
Length of economic haul = 450 m
Stationing of limits of economic haul = 2+498.03 and 2+948.03
Stationing of limits of free haul = 2+713.12 and 2+763.12
Free haul distance is 50 m.
Assume the ground surface to be uniformly sloping.
Area
Statlon
Cut
50 m2
Fll
2+440
2+740
3+040
Balancing Point
70 m
a) Compute the overhaul volume.
b) Compute the volume of waste.
c) Compute the volume of borrow.
Transcribed Image Text:5. The earthworks data of a proposed highway shown on the tabulated data. Length of economic haul = 450 m Stationing of limits of economic haul = 2+498.03 and 2+948.03 Stationing of limits of free haul = 2+713.12 and 2+763.12 Free haul distance is 50 m. Assume the ground surface to be uniformly sloping. Area Statlon Cut 50 m2 Fll 2+440 2+740 3+040 Balancing Point 70 m a) Compute the overhaul volume. b) Compute the volume of waste. c) Compute the volume of borrow.
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