In making a survey for a new road, the intersection point of two straights was found to be inaccessible. Four points were therefore selected two on each straight (P and Q on the first straight and R and S on the second straight), and the distance between Q and R was found to be 122.20 m. The angle PQR was 169°47’40” and the angle QRS 148°22’20”. The radius of the curve is 200 m and the station of Q is at 2+818. 1.What is the length of the back tangent? 2.What is the stationing of the vertex? 3.What is the stationing of the beginning of the curve
In making a survey for a new road, the intersection point of two straights was found to be inaccessible. Four points were therefore selected two on each straight (P and Q on the first straight and R and S on the second straight), and the distance between Q and R was found to be 122.20 m. The angle PQR was 169°47’40” and the angle QRS 148°22’20”. The radius of the curve is 200 m and the station of Q is at 2+818. 1.What is the length of the back tangent? 2.What is the stationing of the vertex? 3.What is the stationing of the beginning of the curve
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In making a
1.What is the length of the back tangent?
2.What is the stationing of the vertex?
3.What is the stationing of the beginning of the curve?
4.What is the length of the curve?
5.What is the stationing of the end of the curve?
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