Station 123+00 124+00 125+00 Left/Gauche C5.25 16.50 C3.50 13.00 C0.50 7.00 Centre C5.75 C9.50 C0.50 Right/Droite C6.00 18.00 C15.25 36.50 C0.25 6.50
Station 123+00 124+00 125+00 Left/Gauche C5.25 16.50 C3.50 13.00 C0.50 7.00 Centre C5.75 C9.50 C0.50 Right/Droite C6.00 18.00 C15.25 36.50 C0.25 6.50
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Consider the three level sections shown in Table 1.
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If the width of the road, b=12 m, calculate the slope of the side slopes of the sections.
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If the combined volume of the given sections has been calculated using the Average End Area method and is given as 250494 m3, correct this volume using the prismoidal volume correction formula.
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