For a highway curve with Da = 5°00', I = 20°30', and Pl station = 63 +25.53 ft, calculate the requested values to lay out the circular curve at full stations (100 ft). Part F Tabulate stations, deflection angles, and incremental chords to lay out the curve at full stations (100 ft). Express angles in degrees to four decimal places; express first station numbers as integers; second station numbers and chord lengths should be two decimal places. The PC station should be placed at the bottom of the table. Submit Request Answer Station 00.00 00.00 00.00 00.00 Chord Defl. Increment 2.500 2.500 2.500 Defl. Angle
For a highway curve with Da = 5°00', I = 20°30', and Pl station = 63 +25.53 ft, calculate the requested values to lay out the circular curve at full stations (100 ft). Part F Tabulate stations, deflection angles, and incremental chords to lay out the curve at full stations (100 ft). Express angles in degrees to four decimal places; express first station numbers as integers; second station numbers and chord lengths should be two decimal places. The PC station should be placed at the bottom of the table. Submit Request Answer Station 00.00 00.00 00.00 00.00 Chord Defl. Increment 2.500 2.500 2.500 Defl. Angle
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter15: Geometric Design Of Highway Facilities
Section: Chapter Questions
Problem 7P
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If you could help me with part f id greatly appreciate it, I will rate immediatley thank you.
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