A horizontal curve with the deflection angle (P.I.) = 60+22.40 m and the radius of curve is 325 m. The full superelevation (e) is 5%, and the normal crossfall on tangents (n) is +2.5%. = 38° 28' 38". The station at point of tangent %3D Answer the following questions: 1- The Tangent length equal: a) 87.25 m b) 104.70 m c) 95.97 m d) 113.42 m e) 119.36 m f) None 2- The length of curve equal: a) 201.47 m b) 184.68 m c) 218.26 m d) 167.89 m e) 179.0 m f) None 3- The station at Tangent point (P.T.) equal: (use curve length= 175m, tangent length= 50m) a) 61+47.40m b) 62+31.85m c) 61+97.40m d) 61+22.40m e) 61+72.40m 1) None 4- The Middle ordinate (M) equal: a) 15.36 m b) 13.96 m c) 16.75 m d) 18.15 m e) 15.40 m f) None 5- The Station at point of curve (P.C) equal: (use SSD=50+52.20 m, V= 50 kph. S> 0.25 m) f) None a) 50+83.53m b) 50+89.09m c) 50+14.40m d) 50+94.09m e) 50+79.98m

A horizontal curve with the deflection angle (P.I.) = 60+22.40 m and the radius of curve is 325 m. The full superelevation (e) is 5%, and the normal crossfall on tangents (n) is +2.5%. = 38° 28' 38". The station at point of tangent %3D Answer the following questions: 1- The Tangent length equal: a) 87.25 m b) 104.70 m c) 95.97 m d) 113.42 m e) 119.36 m f) None 2- The length of curve equal: a) 201.47 m b) 184.68 m c) 218.26 m d) 167.89 m e) 179.0 m f) None 3- The station at Tangent point (P.T.) equal: (use curve length= 175m, tangent length= 50m) a) 61+47.40m b) 62+31.85m c) 61+97.40m d) 61+22.40m e) 61+72.40m 1) None 4- The Middle ordinate (M) equal: a) 15.36 m b) 13.96 m c) 16.75 m d) 18.15 m e) 15.40 m f) None 5- The Station at point of curve (P.C) equal: (use SSD=50+52.20 m, V= 50 kph. S> 0.25 m) f) None a) 50+83.53m b) 50+89.09m c) 50+14.40m d) 50+94.09m e) 50+79.98m

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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