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). M = 18.29 ft Submit Previous Answers Correct Correct answer is shown. Your answer 18.28 ft was either rounded required for this part. Part E Calculate the external distance. Express your answer to two decimal places and include appropriate u E = 18.58 ft Submit Previous Answers Correct Correct answer is shown. Your answer 18.585 ft was either rounde required for this part. Part F Tabulate stations, deflection angles, and incremental chords to lay out the c Express angles in degrees to four decimal places; express first station lengths should be expressed in feet to two decimal places. The PC sta 100 Station C + + 00.00 00.00 Chord

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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).
M 18.29 ft
Submit
Part E
Correct
Correct answer is shown. Your answer 18.28 ft was either rounded differently or used a different number of significant figures than
required for this part.
Previous Answers
Calculate the external distance.
Express your answer to two decimal places and include appropriate units.
E = 18.58 ft
Submit
Part F
Previous Answers
✓ Correct
Correct answer is shown. Your answer 18.585 ft was either rounded differently or used a different number of significant figures than
required for this part.
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.
Station
+
+
00.00
00.00
Chord
111
Defl. Increment
2.500
2.500
Defl. Angle
O
?
Transcribed Image Text: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). M 18.29 ft Submit Part E Correct Correct answer is shown. Your answer 18.28 ft was either rounded differently or used a different number of significant figures than required for this part. Previous Answers Calculate the external distance. Express your answer to two decimal places and include appropriate units. E = 18.58 ft Submit Part F Previous Answers ✓ Correct Correct answer is shown. Your answer 18.585 ft was either rounded differently or used a different number of significant figures than required for this part. 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. Station + + 00.00 00.00 Chord 111 Defl. Increment 2.500 2.500 Defl. Angle O ?
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 expressed in feet to 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: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 expressed in feet to 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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