15-ASCE-7 Redundancy-Deflection amplification factor-Overstrength-Response modification factor

ASCE-7 Seismic Provisions
Basic Requirements for Design
Redundancy
Deflection amplification factor
Overstrength
Response modification factor

[@bilalalhawamdeh780]

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

[@mustafaqasimdows1029]

Thank you verrry much dr. Mohamed you are a genius

[@domezerojapan]

wow i understood redundancy in just 5 minutes. Thanks professor

[@flostenyosep3126]

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

[@user-ux3nh4iw3y]

Absolutely brilliant lecture 5/5!

[@MohamedAshraf-eh5ml]

Thank you Prof. Very beneficial lecture

[@diegofqmc3141]

Thank you so much for your explanation

[@bimapinastiko545]

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]

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

[@bimapinastiko545]

@@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)

[@JulianDelRio1]

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

[@2099mhmh]

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

[@mukhalladmurad6877]

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

[@mohammedayman4864]

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❤

[@ahmadzarour3455]

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

[@MadhuparnaSinha]

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

[@mohammedfarhan214]

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.

[@ahmadnaji4223]

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