For calculating the tractive force along an upgrade of an asphalt road, the most probable value of
the co-efficient of traction resistance is assumed
(A) 1/10
(B) 1/20
(C) 1/30
(D) 1/100
the co-efficient of traction resistance is assumed
(A) 1/10
(B) 1/20
(C) 1/30
(D) 1/100