APLIKASI KONSTRUKSI JALAN

V.max = km/jam		= M/detik
R = m	V. hit	= x 1000 : ( 60 x 60 )
W = m		= : 3600

	h	= w . v2 / g . R
		= x ( x ) : ( 9,81 x )
R = Jari-jari		= :
W = Lebar sepur		= mm
h = Peninggian rel luar
Alpha = < peninggian rel luar	h	= 8,4.v2/ R
		= 8,4 x : = mm

		= sin-1 (h/w)
		= sin-1 ( : ) =
		= ' "