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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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If you could help me with part f id greatly appreciate it, I will rate immediatley thank you.

Item 2
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 ex
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
?
Transcribed Image Text:Item 2 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 ex 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 ?
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