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
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
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 .
Dear Sonu Kumar, The calculated impact factor (IF) is in percentage (44%). The effect of vehicular/dynamic loading is considered to be "increased by the IF value" (in this numerical it is 44%). Thus, in the Intesity distribution calculation, the IF is expressed as 1.44. Hope this explanation is useful.
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.
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
Awesome explanation, please upload more videos about bridge designing.
Sure Deepak. Thank you.
@@dr.anandm.gharad6840 very nice explanation. Please upload more videos on culvert and bridge. Waiting for new video
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
24.26 when load dispersion is overlaped how to calculate total effective width?
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 .
I didn't get your point, can you explain me by the formula? please.
How to come bending moment value and sf value after the calculation of intensity .
What formula used for ASTpro for alternate bar and how to come area of distribution steel .
Very good lecture but needs more explanation on design calculations please
Please do the video lecture of Pier design & foundation
Please upload more videos of design of girder
Analysis and design of road over bridge in detail will u help me sir..
Nice 👌 explain Thanks sir
VERY GOOD .KINDLY UPLOAD MORE VIDEOS
❤
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.
Dear Sonu Kumar, The calculated impact factor (IF) is in percentage (44%). The effect of vehicular/dynamic loading is considered to be "increased by the IF value" (in this numerical it is 44%). Thus, in the Intesity distribution calculation, the IF is expressed as 1.44. Hope this explanation is useful.
It's means 1 more adding in calculated IF . For example if I have calculate the value of IF is 1.22 than its express as 2.22 .
please add more videos ,
Sure sir. Thank you.
Hi sir , I need class AA tracked vehicle problem will to solve the problem plz..... Sir
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.
I can try to help you, akashp3108@gmail.com
Hindi please