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Could be done in 20 mins. Good video though

best lecture ever please can I get the lecture materials and the tables used in the calculation. I want to apply the same to my students. However video not loud and clear in some port of 2/2 many thanks

Very Nice lecture Sir. Can we have a same type of a separate lecture on moment distribution method.....

Sir, please make a video of "design of U - through Culvert using staad pro"

Sir, check your units please

The sound of vedio is very low

How to add FTL of irrigation tanks in hydraulic design of bridge if there is a tank upstream of bridge?

Further, soil bearing capacity is not used in the design

Well explained

How 3.6 value taken in length of dispreesied

Sir, how we get the design and spacing of haunch bar ?

26:11 . A= L x D => d = 120 /60 => d = 2m, How we get L= 60m?

selam

Sir very good basic knowledge and easy to understand but volume is too slow waiting for all lectures in bridge design

sir please make an video for a 70R wheeled vehicle also as soon

Very los

From where b value cames 7.5

44:00

This is helpful. Very informative video and with clear explanation. Sir,it would be great if you could share video for multiple cells analysis. Thank you for sharing.

What is FRL full form?

hello Sir, can we contact you for technical help?

Will we do the same for the Hydraulic Design of culverts?

thanks for the knowledge

Correction in distribution factor It is not 1/2L But it will be 1/(L/2)=2/L Other than it Nice explanation👍😍

Very Informative... Thanks...

I think the weight of bottom slab can be reduced from the upward reaction load since it is acting in the direction of gravity and against reaction load. That will reduce the moment and in turn required reinforcement. The reinforcement calculations are done for maximum moment and same reinforcement is provided on both sides. The moments at support being considerably less to the span moments, saving in reinforcement can be achieved to help save the national resources on materials. Also the criteria for providing reinforcement in haunch is not clear.

awesome

Thanks for the amazing explanation

can u plz do a vedio on design of precast box culverts

Wonderful explanation sir. Thanks

can we use the same method for loading analysis of multiple cell

Clear cut explanation 🥳

Sir next video on RCC Slab Bridge

Please show me the link of next video

Please send me the link for next video

Very neat presentation... Good work sir... Awaiting more such videos from you👍🏻

Sir apna numder do muje grillage sikhna h

Hi sir, please wanna name this book?

Sir , kindly design the box culvert in the staad pro software and explain.

Sir, in the side wall detailing, I think the 20 mm dia bar @180 mm spacing should be on the backfill side , not towards the stream side.. Because according to the moment diagram, the side walls are undergoing hogging moments only. And regarding haunch portion, how could we know that 3 bars of 8mm and 20 mm dia bars @200 mm spacing need to be put on the corners? Kindly reply

Sir which code is used for finding the value of "p",. "f". and "n"...

We want for such type of lessons please sir do it for us

Very Nice Presentation.. Keep Going

Very good explanation With practical problem.