Hi Tanmay. Please keep making videos on different topics.

Thanks a lot 👍🏻

nice information, please make a video on Slotted connections

Sir, this question is just to confirm if I did understand your lecture about footing with uplift. For column at the edge of the footing (= with uplift) : L = 3.5 m , B = 2.5 m. Column dim is 0.60 x 0.45 m. Pu = 1800 kN, located 1.45 m from footing center line, column Mu = 444 kN-m. The resulting moment at the centroid of the footing is 2166 kN-m. Thus, e = 2166 /1800 = 1.203 m. c = L/2 - e = 3.5/2 - 1.203 m = 0.547 m. My question : is actual q = 2P / (3c X B) = 2 X 1800 / ( 3 x 0.547 x 2.5 ) = 877.51 ? Thanks in advance for the reply.

Such a good approach to teaching concepts.

Respected Sir, You should permit a One time payment of fixed amount / subscription option for those who want the same, say courtesy charges

Your theta is incorrect. Cut the chalk where To is and look at its cross section which is a circle. A radius of the circle turns by theta under To. This is the same theta whether you are looking towards A or B which gives thetaA = thetaB.

Great video, however do you also need stiffeners inside the SHS profile? For example a huge SHS-1000x50, won't the inside work the same as a bending plate?

Very helpful video ❤

Nice lecture

❤❤❤❤❤ stay safe and strong 💪🙏.

what if we only have 4 bays?

Sir I learned a lot from your videos.Are you conducting any online structural design courses sir ? and can you please share your contact details?

hi tonmoy Sir, i just working on process building and converter plant where vender give bundle load for heat exchanger..so my question is how to apply this bundle load on STAAD??

Well explained 👍

Sir make video on vertical vessel please

Sir nice explanation 👍

Sir your explanation way is very clear to understand concept....thanku sir

Great

thanks a lot brother

Very nicely explained

Thank you 👍

Thank you. Good clarity

Wrong absorption - moisture hota hai

%99 okay %1 web is buckling (just kidding)

I think I'm misunderstanding. At 02:15 - 02:20, you point out the lower left joint that has non-zero rotation. That joint looks fixed though. Can you explain how that joint has non-zero rotation?

Amazing, thank you!

Quite useful video but I have modelled chevron bracing in Staad applying a lateral load of 5 Kn.Here it is showing tension and compression in two bracing

Thank you sir. (⁠ ⁠˘⁠ ⁠³⁠˘⁠)⁠♥

wrong

Amazing

Hi sir. Thank you for making such good and easy understanding videos. Sir can you please make a video on " How to calculate loss of contact in footings?"

Sir if we have headroom issue for providing entrance bracing, is there any other option for this type of situation

Usually in offshore, the I beam will be welded to the base plate (no bolted connections used). Then it means the column is fixed right?

You really naild my subscription brother you're amazing

can you post a link for this word file please?

where to apply pinned or fixed load in PEB structure?? say single span or multi span?

Thank you very much for your effective explanation. Can you send me the building photos used at 6 mins and onward? thank you.

Hi sar

Please explain why main reinforcement place in long direction first of flat plate slab

If mistakenly distribution bar provide in bottom most and main bar fixed in top of the distribution bar then what will happened kindly explain

Sir please carry on❤

Sir your explanation is very very good Sir i need to take full course if anything available regarding this

Thank you

But wouldn’t both sides of the bridge be a roller support or act as a roller support ? I hope you can answer this one . Thanks!

Very helpful

Well explaisned

Thanks