วีดีโอ

Gm

good

Thanks for video. Loved all 3 parts clearly understood 4th part cross girder not properly explained😢

Be was great 👍

❤

Madam , Your lecture on the this topic was good but you have not providing Haunch bar in this box culvert design and at one place you have choose 12.34 KN/Sqm , how ??

😌

Thanks alot for such wonderful vedio.

Thanks Alot ma'am for such wonderful vedio.

Could you please provide us design for slab of width 4.5m and effective span 0.90m which carries a fill of 0.8m earth and 0.3 thick road over the top.

How to calculate effective length of live load when the span is only 0.7m

how can i get full material for this course

In effective length of load calculation, Why take full depth for tracked and effective depth for wheel loads...😑😑no where mentioned in code as seperate for tracked and wheeled. If ur saying we SHOULD take effective depth for wheeled then for tracked also it needs to be same right.

I think beff calculation is not correct can you see it again and tell me

bearing will be 400 mm in class aa of tracked vehicle ?

29:49 12.54 value how???

Calculation mistake in calculating eccentricity for courbons mtd and Ra and Rb calculation is wrong

Your voice is not audible mam???

Starting it was taken as M20 concrete, then fck was taken as 25. (32min)

Mam please provide pdf 🙏

During calculation Of v apply moment equation you forget to multiple the perpendicular distance in 70 KN/m

please explain every basic concept because beginner is facing problem in understanding your video

Thank ma'am

Was explained by the way we call it awsome

Can u explain live load on the cross girder= 350(4-0.9)/4

🙏

Thank you ma'am 🙏🙏🙏

Thanks maam

Mam why did you take impact factor as 1.25 it should be 0.25

BUENA EXPLICACION

Can you advise where I can find the standard you are using? Thank You.

thank you it is so grate

Eff span m 0.4/2 q liya ?

I need simple bridges nd culverts design .pls can you teach me ...I will pay

Hi Ma'am I really appreciated your effort for this tutorial, In addition, kindly please do the same example but using ASSHTO-LRFD code. Thanks.

Aapki aawaj bahut kam sunai deti hai... and aap khudke mind mai he calculation karte ho.. uski vajah se aap konse value ke sath equation kar rahe ho wo jaldi pata nahi chalta.. make that simpler by marking that value during your equation.. it will be helpful for beginners..

Please remove the huge noise and re-upload the video.

Hello mam, pls make a videos on 5x3 box culvert and double cell & triple cell box type MNB design.pls it is a request.

5:32 How 'Ast' value 900 came, it's value is 8257mm2..please clarify this...

good but very slow.

29:43 how 12.54 kn/m^2 is came ,pls tell me

Which software you using for this??

Yeh konsi method meh kiye hou aap Lsm yaa wsm meh

I couldn't understand your explanation of the Pigeaud curve table

I have question plz , in time 40:48 minute FEM = 35.27 how you get this number plz I understand until we get Bm =0.002 So plz can you explain how the number 35.27 come !!! Plzz answer me

Thanks for the best video ever , the pdf file’s in video we need it if that possible

mam .. plz how can i get thise pdf file that you have

Tq Ma'am

It is working stress method or limite state method?

can u please provide pdf of part 1