(1:5000) for distances and (1:50) for the elevations, so draw the grade line starting from sta (0+00) sloping (0.5 %) to down to station (5+00) and find the height of cut and fill ? tation 1 2 3 4 5 6 7 8 9 10 Dis. (m) 0+00 1.52 0+50 1+00 2.59 1+50 B.S. I.S. 2+00 2+50 3+00 1.16 3+50 4+00 1.22 4+50 1.12 1.91 1.92 1.44 1.82 2.30 F.S. 2.41 1.48 1.50 1.91 H.I. Ele. 25.00 Ele.of Height He grade of cut 0
(1:5000) for distances and (1:50) for the elevations, so draw the grade line starting from sta (0+00) sloping (0.5 %) to down to station (5+00) and find the height of cut and fill ? tation 1 2 3 4 5 6 7 8 9 10 Dis. (m) 0+00 1.52 0+50 1+00 2.59 1+50 B.S. I.S. 2+00 2+50 3+00 1.16 3+50 4+00 1.22 4+50 1.12 1.91 1.92 1.44 1.82 2.30 F.S. 2.41 1.48 1.50 1.91 H.I. Ele. 25.00 Ele.of Height He grade of cut 0
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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