- Видео 16
- Просмотров 63 904
llinson kh
Добавлен 15 окт 2011
DESIGN OF RIGID PAVEMENT- PART 2
DESIGN OF RIGID PAVEMENT-
WHEEL LOAD STRESSES
TEMPERATURE STRESSES
WARPING STRESS AND FRICTIONAL STRESS
CRITICAL COMBINATION OF STRESSES
WHEEL LOAD STRESSES
TEMPERATURE STRESSES
WARPING STRESS AND FRICTIONAL STRESS
CRITICAL COMBINATION OF STRESSES
Просмотров: 2 129
Видео
TRAVERSING IN SURVEY - PART 1
Просмотров 8674 года назад
TRAVERSING- 1.METHODS OF TRAVERSING 2.CHECKS IN CLOSED TRAVERSE 3.TRAVERSE COMPUTATIONS 4.CLOSING ERROR
Surveying - Reciprocal levelling
Просмотров 13 тыс.4 года назад
Concept of Reciprocal levelling in surveying with solved example
DESIGN OF RIGID PAVEMENT- PART 1
Просмотров 3,8 тыс.4 года назад
DESIGN OF RIGID PAVEMENT- MODULUS OF SUBGRADE REACTION, RADIUS OF RELATIVE STIFFNESS AND EQUIVALENT RADIUS OF RESISTING SECTION
collimation error- error due to curvature and refraction - distance to visible horizon
Просмотров 8 тыс.4 года назад
problems based on : collimation error- error due to curvature and refraction - distance to visible horizon
BALANCING OF SIGHT- ERROR DUE TO REFRACTION & CURVATURE OF EARTH- DISTANCE TO VISIBLE HORIZON
Просмотров 1,1 тыс.4 года назад
LEVELLING- THEORY AND FORMULAE ON BALANCING OF SIGHT- ERROR DUE TO REFRACTION & CURVATURE OF EARTH- DISTANCE TO VISIBLE HORIZON
DESIGN OF FLEXIBLE PAVEMENT- TYPE 2 (AS PER IRC)
Просмотров 2,8 тыс.4 года назад
DESIGN OF FLEXIBLE PAVEMENT BY USING CBR, CSA VALUE AND DESIGN CHART AS PER IRC 37-2001
DESIGN OF FLEXIBLE PAVEMENT - CBR METHOD (TYPE-1)
Просмотров 14 тыс.4 года назад
DESIGN OF FLEXIBLE PAVEMENT - CBR METHOD (TYPE-1) WITH SOLVED EXAMPLE
GROUP INDEX METHOD- FLEXIBLE PAVEMENT DESIGN
Просмотров 1,7 тыс.4 года назад
GROUP INDEX METHOD FOR DESIGNING FLEXIBLE PAVEMENT WITH SOLVED EXAMPLE
Rise and fall method - levelling
Просмотров 5194 года назад
Problem on rise and method of booking and reducing the elevation of points from the observed staff readings
Height of the instrument method- levelling
Просмотров 5574 года назад
Problem on height of the instrument method of booking and reducing the elevation of points from the observed staff readings
Flexible pavement- cumulative standard axle
Просмотров 5 тыс.4 года назад
Problem on calculation of cumulative standard axle
Flexible pavement- calculation of VDF
Просмотров 1,8 тыс.4 года назад
Problem on calculation of EWLF or VDF for different vehicle class
Surveying- local attraction problem 2
Просмотров 3,5 тыс.4 года назад
Problem on elimination of local attraction
Surveying~ problem 1-local attraction
Просмотров 6 тыс.4 года назад
Problem on elimination of local attraction using included angles
Thanks make more videos
Very well explained
Nice explain
weee bana badala ya kuonyesha worldcup mnaonyesha vitu gani hii. nadai live stream
Sir, You explained the subject with great patience. You have amazing teaching skills.
Very good teaching skills
Sir correction negative hoga so har angle me decrease karenge
Show us how you got 1.19msa
😊👍 Thankew Sir
greetings sir where did you find standard Load at 2.5 mm and 5 mm penetration thank you
Very great lesson. Thank you
Great explanation with example:
thank u!! :>>
Thanks😊
I HAVE A DOUBT AT that is radius of wheel load distribution is given like P= pi a2 * p here the units are not maching
Upload Elements of transition curve video
Very good explanation. Please make more videos
Take more sub like soil mechanics, RCC, DSS
Sure let's do it
Absolutely brilliant explanation! Thank you very much
Well explanation I am from Kolkata.👍👍👍
Thank u sir
the value of alpha is not correct it is coming 3.08e-3
THANK YOU SIR ❤️
This video is very well made and should have more views and comments. it is easy to understand and follow cheers to a good Teacher. Could you make a video about how Surveyors determine True North? I would watch that for sure.
Thanks sir from❤️
Thank you
You are most welcome. Happy to help
Hlo sir where are you from.. Manipur.
Thanks
Welcome 👍
i came to this video because i was wrongly doing tan alpha = 2.122-1.684/30, but this video too didn't clear the doubt. It's reason is that readings are taken from datum as the earth level is not flat!
Ossm sir keep it up😍😍
Thanks happy to help 👍
Sir looking for this particular problem.. finally i found it 👍❤️
Thanks. Happy to help
Fantastic understanding.....
Thanks alot 👍
Where do you get the standard load for 2.5mm and 5mm from? Is it a chart??
Refer is code 2720 part 16 and see for cbr test standard laod values
4:48 Load Sc se corner loading oidoiro sir gise
Oidoine
Yes
👍
👍
Sir sound se khitng nungai te ......
👍
THANK YOU SIR👍👍
Welcom 👍
👍
Welcom 👍
Thank you sir👍
Welcom 👍
👍
Welcom 👍
Thank you sir.
Welcom 👍
Thank you Sir
Welcom 👍
Thank you sir,
thank you so much sir,,we appreciate your dedication to us
Welcom 👍
Kindly comment if there is any kind of problem in the video
Explained clearly 👍👍