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Tabulate R or D. T. L. E. M. PC, PT, deflection angles, and incremental chords to ihe circular curves at full stations (100 ft or 30 m) in Problems 24.7 through 24.14. 36+ 44.50 ft. 24.7 Highway curve with D, = 2°30', I = 10°30', and PI station: 24.7 Highway 2 30', I = 10°30', and PI station curve with D,

Tabulate R or D. T. L. E. M. PC, PT, deflection angles, and incremental chords to ihe circular curves at full stations (100 ft or 30 m) in Problems 24.7 through 24.14. 36+ 44.50 ft. 24.7 Highway curve with D, = 2°30', I = 10°30', and PI station: 24.7 Highway 2 30', I = 10°30', and PI station curve with D,

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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I need help with 24.7 and 24.8
L CURVES Railroad curve with D, 2°00', 7 Highway curve with R 10 00', and PI station 5 00', and PI station 3 + 290 Gon 24 +50.50 ft. 24.8 24.9 550 m, / O00 m 2410 Highwaycurve avith R
Transcribed Image Text:L CURVES Railroad curve with D, 2°00', 7 Highway curve with R 10 00', and PI station 5 00', and PI station 3 + 290 Gon 24 +50.50 ft. 24.8 24.9 550 m, / O00 m 2410 Highwaycurve avith R
PI station =6+ 517500 m. Pabulate R or D, T, L. E. M, PC, PT, deflection angles, and incremental chords to e the circular curves at full stations (100 ft or 30 m) in Problems 24.7 through 24.14. 24.7 Highway = 36 + 44.50 ft. %3D curve with D = 2°30', I = 10°30', and PI station
Transcribed Image Text:PI station =6+ 517500 m. Pabulate R or D, T, L. E. M, PC, PT, deflection angles, and incremental chords to e the circular curves at full stations (100 ft or 30 m) in Problems 24.7 through 24.14. 24.7 Highway = 36 + 44.50 ft. %3D curve with D = 2°30', I = 10°30', and PI station
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