#highway, #superelevation, #curve, Design of Superelevation on a highway, Design of horizontal curve

How to Design a horizontal curve on a road, superelevation, need of super elevation, Elements of a Horizontal Curve, design elements for a horizontal curve, Design speed, Radius, Side friction factor, terrain rural highways, urban street, radius of a horizontal curve, degree of the curve, design of super elevation, theory of design, centrifugal force, centripetal force, skidding of vehicle on curve, extra widening on a curve, maximum super elevation, IRC method, IRC guidelines, overturning on horizontal curve, skidding on a horizontal curve, tilting of vehicle on horizontal curve, side friction on a horizontal curve, camber, minimum value of super elevation, Attainment of SE in field, how to provide super elevation in field, transition curve, rotation of pavement.

my other videos in Highways Engineering

[ANKITSHARMA-iqzy]

SIR, GOD HAS GIFTED YOU FABULOUS TEACHING SKILLS !!! GREAT VIDEO AS ALWAYS.

[prakash-tnql]

VERY VERY GREAT CONTENT SIR SO MUCH FROM MY HEART

[betukiit]

Sir, As always informative yet crisp!

[madhumitapaul]

Sir, this video is too good to understand the basics. Could you please provide information on vertical curve and car following theory. It is a request.

[chudalmanikanta]

sir.great fan of your work. able to revise topics in minutes.

waiting for tutorials on simulation softwares

[harishgowda]

Sir,
Thanks for ur detailed information
long back I requested for complete design of thin and ultra thin white topping based on irc Sp 76 2015
sir we r awaiting for ur video

[AK-tvzd]

Hello sir this vedios nice, i have some quarrys on How to decide runout and runoff during superlevation at only have curve no transition length

[anindyaadhikary]

Respected sir ..in which IRC It is mentioned that above a certain radius the superelevation is not required on a certain speed....need to know the

[abhijeetpangavhane]

Very very nice video sir
Plss try to cover IRC SP 23 Vertical Curves as well. How they arrive at the values given in table 7 ( they are for condition of curve length more than sight distance but i observed, sometime due to flatter gradients required curve length is less but required sight distance is more)

[shyamvenkatesh]

Sir, You made this easy to understand.
I am having a small doubt. While designing expressway now a days 150 speed is considering. I think there is a impact of air on moving vehicles with a speed of 150kmph. What are the factors we have to consider while designing with a speed of 150kmph.

[saimadhu]

Why curves do not require superelevation at high design speed? Is it true ? If it is true what is the reason?