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Just what I needed. Thank you Sir!

Hello Sir. I just want to thank you personally because your our video lectures really helped me. Appriciate you much. 🙏👍❤️

WHERE IS THE DESIGN INTEGRITY REINFORCEMENT ? IT SHOULD BE NEEDED TO ONE WAY SLAB

Im assuming the middle slabs deflect the greater than the corner slabs since the middle slabs have beams that have loading from adjacent slabs where as with the corner slabs, the two discontinuous edge beams only have loading from one slab

Thank you sir

cool

thanks

At 26:38, I think for the decompression load the area Ac should multiply γ=0.87, right?

At 1:32:20, I think the bw should be 300mm.

How would we determine the stress block if our column is circular?

Your videos are so great. Very well explained. Please keep doing this good work!

At the time 1:01, I think only opening of the windows and doors on windward wall will get cpi=0.60, which can get a worst case. Is that right?

Don’t you need to release at joints? Other This truss would be transferring moments.

Thank you for your videos, Dr. Vipal, your way of explaining is very informative, could you please prepare a video explain the shear walls design based on AS3600 2018. Thank you

Dear sir, can you please add audio also

Thank you Sir. I really get help from your lecture.

Very informative Tutorial. Thanks Dr. Patel

Great video ♥️, thank you very much for sharing this

Sir can you teach us about steel bolts connections

In example 1, Dr. Patel, the point load on the cantilever had two free DoF which formed part of the K matrix. In example 2, the UDL and the point load did not have DoF assigned. What is the reason behind that, please? Is it due to them not being positioned on a cantilever? Thank you!

Hello Dr. Patel, the error that you detected with Excel occured when you hand calculated the determinant. 0.05184 - 9.216E-3 = 0.042624 rather than 0.5092. I am using your lessons to revise areas of my knowledge that I wish to improve upon, and to that end they are terrific! Thank you!

Sir do full analysis of the one portal frame structure of which we calculated the wind load that one was in Canbera So we get idea of real life projects

Terrific examples wonderfully explained, Dr. Patel. Thank you!

Thank you sir for the videos. Please can you show how did you get dn=22mm. My calculations based on your information is 8.5mm which I think is too small.

Thank you so much for the awesome classes.

Sir, there is no audio?

Thanks sir, do you know how to set effective length in spacegass, i never got it right with textbook or we have to set it manually.

47:35 - why did you take d as 350mm sir ? Edit: it was a typo, he used 520mm but mistakenly wrote 350mm.

In australian code ly/lx < 2, says its a two slab right ??

Thank you, sir. Your videos have really helped me out. I had a hard time understanding concrete design because I didn’t get the basics. But now, I’m starting to understand it better.

If my building is orientated 0 degrees, my max velocity would be the westward velocity?

When taking the tributary area, shouldn’t you take (6/2 x 16) as you are taking the very end span, 6000cts means end span would have 6000/2 ??

Can you please demonstrate how we can design the dead and live load on any building

Valuable video, Please do more videos like this

hello sir how are you can you please help me get some material

great explanation thank you sir

If i have 5 m length 1.25 m width and 0.107 m thick how many reinforced do i need for my primary and secondary

Interesting

Excellent presentation. Thanks

I was struggling with this a lot but thanks to your video ,I understand it perfectly

Thank you sir Can you please provide property file in the discription. It will be helpful to me

Why did you assume that the strain in the concrete was 0.003? Meaning that the failure in this case was in the concrete, what if the failure was on steel reaching ultimate strain? E.g. 1 or 3%?

Thank you for making videos on Australian Standards especially this confusing topic Creep and Shrinkage. Could you please make a video explaining long term deflections on concrete slabs please 🙏

youtube.com/@vipulpatel9602 Sir Thank you for this video. It explained soo well the concept. I encountered with 2 things in cover check for slab and column, Acc. to concept we consider amongst 3 (Adequacy, Integrity and Insulation) whatever applies to structural members. and values given in data as 60| 90|120 is in respective order i.e. 60 min for adequacy, 90 for integrity and 120 for insulation right? So if yes, Then, 1. In slab, we only check the values for ADEQUACY and INSULATION, then why you took a.) in ADEQUACY values as 120 min rather than 60 mins, b.) in INSULATION values as 90 mins rather than 120 mins 2. In column, we only check the values for ADEQUACY, then why you took c.) 120 min rather than 60 mins. Awaited for your response to clear my doubt. Thank you sir.

Great content👍

Thank you very much for sharing these videos, sir! highly appreciated.

Dear sir, can you share the full calculations in pdf format. TIA

Well explained demonstrated Professor ! Kind regards Rifkey

I am a structural engineer in INDIA and I like to tell that I am watching your videos which gives me an explanation of the codal provisions whenever i have a hiccup please share the notes if possible sir

These videos are helpful, thanks for uploading 🙏 Could you please explaon how to consider Shielding multiplier and hill sgape multiplier Mh. Or do you suggest any video. Thanks in advance :-)