Question

24.7

Assignment 5 Due Date: April 24, 2018 Tabulate R or D, T, L, E, M, PC, PT, deflection angles, and incremental chords to layout the circular curves at full stations (100ft or 30m) in problems 24.7 through 24.14 24.7 Highway curve with D 2°30', I 10°30', and PI station 36+44.50 ft 24.10 Highway curve with R 900m, I 1230', and PI station 4+200.600 m

Answer 1

5774.5.7 2 30 2 24112C Length of chud. 2 R sin : 2x2491-120% (03 L455. gct 249|-12 (sec -') 2. : 2491.12(). Cus le.ly, 360 244112 tam o' r:2289 La463 0 -12%. PC 34 IS. 78 기 .41

1718.9 C 249 1.12 60 2491. 1381 249112 38.85 261 Δ5 : 314,85

니 R-Tan ρ 98, SC“ 2. 175.91mカ S 3)m 360 La 123 ヲ 136, 428 . U 20o っ4-t 102-074m ナ111.uzv

1713-1 3으 2 171 3& min 286 unn 3435 hun +132.034 +30

. ut)62.034う3D . 4ナ222-o34 4122 2 .osuナ30 と 6 42g