Civil Engineering - Highway Engineering - Discussion
Discussion Forum : Highway Engineering - Section 6 (Q.No. 51)
51.
The length of a transition curve, is governed by
Discussion:
1 comments Page 1 of 1.
Pcivilian said:
5 years ago
Rate of change of centrifugal acceleration.
L= v3/cR.
Rate of change of superelevation
L=150X.
For plain and rolling terrain
2.7V2/R.
L= v3/cR.
Rate of change of superelevation
L=150X.
For plain and rolling terrain
2.7V2/R.
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