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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).

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).

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter14: Computational Engineering Tools Electronic Spreadsheets
Section14.5: An Introduction To Excel’s Visual Basic For Applications
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<Homework: Horizontal Curves Assignment Problem 24.15 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 Station 111111 + 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 expressed in feet to two decimal places. The PC station should be placed at the bottom of the table. + + + + + 00.00 00.00 00.00 00.00 Chord 10000 Defl. Increment < 2.500 2.500 2.500 2 of 4 Q Review Defl. Angle > ?
Transcribed Image Text:<Homework: Horizontal Curves Assignment Problem 24.15 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 Station 111111 + 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 expressed in feet to two decimal places. The PC station should be placed at the bottom of the table. + + + + + 00.00 00.00 00.00 00.00 Chord 10000 Defl. Increment < 2.500 2.500 2.500 2 of 4 Q Review Defl. Angle > ?
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