Your efforts is invaluable and thanks for the good simplification, very instructive lectures

wow i understood redundancy in just 5 minutes. Thanks professor

Thank you for your explanations, Prof.. So helpful for me to learn about seismic design for structure through video learning... Thank you very much.

Thanks a lot professor, your explanation is impressive and understandable.. I dont know how could this channel that have an amazing civil engineering education only have 330 subscriber.. I hope you can continue to make a video like this, and my suggestion is, you can make a video that explain to us how to applicate this seismic design of building in the software like ETABS.

@dr.mohamednoureldin5718

4 жыл бұрын

Thanks Bima for your comment. I hope in the near future to make videos as you suggested.

@bimapinastiko545

4 жыл бұрын

@@dr.mohamednoureldin5718 your welcome professor, but can I ask something professor? You say in this video, that the drift calculation no need to use redundancy factor = 1,3. Is that applies too when we want to determining the story drift limit? (In ASCE 12.12.2)

Thank you verrry much dr. Mohamed you are a genius

Absolutely brilliant lecture 5/5!

Thank you Prof. Very beneficial lecture

Thank you so much for your explanation

salam Jameel Dr. Mohammed which video has the more explanation about redundancy,plz?

Thanks Please requierd to clarify how we calculate torsional irregularities for response spectrum or any guide explained it i. Comprehensive

I use Response Spectrum function from ASCE 7 for my project. and i am using scale factor 9,81 as recommendations of CSI when defining the response spectrum load case, but I want to know the rational beyond that because response spectrum curve is defined as a function of gravitational acceleration as Ss and S1 are function of G? And thank you for your effort❤

Great video!.... it is possible to have the link of the video in the one you explain in detail the redundancy ?... tks again

Sir, Thank You for the Greatest & smoothest explanation ever on this subject. Can you advice if Cd factor is applied even for Design Category-A structures if P-Delta Analysis is not required & we go with 1st order Analysis. As chapter 12 represents mostly on Categories other than "A", I assume that inelastic deflections are not required to be checked for Category-A. Please shed some light on this subject Sir. Thank you in advance.

Thank you very much for your simple illustration 🌸❤️. Could you please provide us your slides, and we would be grateful 🙏🏻

Hello Sir your lectures are really helpful to understand the concept. Is it possible to provide the lecture slides? Thank you

dr mohamad .. please do you have an email ? because i have a question for you