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Sir Excellent Explanation.!! I tried to analyse for IRC Class 70R wheel load but could not get Wheel Contact Base (W and B) for 70 R Loading. Please make a video for 70R Loading and Span of 10m to better understand the multiple axles. Thanks

There is no sound in it

Will try to upload it again

Please add sound

24.26 when load dispersion is overlaped how to calculate total effective width?

🤦 *promo sm*!

Analysis and design of road over bridge in detail will u help me sir..

Hi sir , I need class AA tracked vehicle problem will to solve the problem plz..... Sir

Please upload more videos of design of girder

Very good lecture but needs more explanation on design calculations please

Sir whether considering support conditions as simply supported brings significantly higher Bending moments,is this economical when the actual supports are continuous in field conditions

Hindi please

34:00 , how max bending moment come has 63.40 kN sir ? finally solution found by using "simple beam uniform load partially distributed load" formula ( shear force and B.M ) . good presentation .

VERY GOOD .KINDLY UPLOAD MORE VIDEOS

What formula used for ASTpro for alternate bar and how to come area of distribution steel .

Sir I have PDF file of box culvert . Can I send you if you make a video on it . Having trouble to understanding . Please send me email id .We have all type design culvert, bridge but are having trouble understanding.

How to come bending moment value and sf value after the calculation of intensity .

Please explain it , How to come value of impact factor is 1.44 in calculation of intensity distribution load but you calculate the IF is 0.44.

Please do the video lecture of Pier design & foundation

Nice 👌 explain Thanks sir

please add more videos ,

Awesome explanation, please upload more videos about bridge designing.