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The best!

Csi should review and check these webinars for accuracy of information presented before posting them online.

no strain no stress! where this is found?

Nice! I want to plot the response of Load combination (E.g. Wind plus Wave) not just a single load case (Wind only). But in the Display -> Show Plot Function, I am unable to find Load Combination I have defined (E.g. 1.3 Wind + 1.2 Wave). Can you please help me with that?

The maximum absolute changes in the El and EA reduction factors is 0.2. For 912 members, the reduction factors decreased by more than the negative tolerance of 0.01. Do you want to reiterate analysis and design? Can you Explain what does it meam please ?

Hey guys, More programming and less partying, please. Competition is getting harder and harder structural analysis programs are popping up every day.

congratulations🎉🎉🎉🎉

مكتب ذو القرنين للاستشارات الهندسية سيعمل أفضل برنامج تحليل انشائي في العالم ....soon

what about the mass source!!

quisiera estudiar ahí algun día...

Gongrats

How can I apply for a job at CSI as a civil structural engineer.

Il circo

can we apply two earthquake data at ones for time history analysis

If he was a silly RUclipsr, you would see many encouraging comments, but no one knows that this man is great and always strives to simplify structural engineering. This is the only man on this planet in the field of structural engineering who deserves thanks. Thanks alot ASHRAF

💯👍

Bravo Ashraf!!!

Pretty awesome ashraf. Well done!

How can a play minimum wind loading 0.77kn/m2 as ASCE 7-10

Sir I want to join your company I am very intersted in Structural Analysis...

Gooooooooosebumpsssssss

I think as the people begin to understand the importance of structural engineers, we will be paid well

ᴘʀᴏᴍᴏsᴍ

36:00 Question, How do I identify a diaphragm as rigid or semi-rigid 37:10 If the model is small enough or the running time is not too much would it be valid to assign semi-rigid diaphragms 40:02 Question about ramps

This structural solution was created by Nabih Youssef, my father, and the engineers of NYA.

This was an amazing display of applied science keeping the structure intact against huge external stresses. Tariq Husain

congratulations

Wooaw 50 añotes, felicidades!!

This is serious stuff.But with the music it looks sarcastic 🫥

Congratulations Dear ETABS ❤️💎

😂😂

🤓🤓

Sir can you please share this AutoCAD file i want to practice this plz

Dear Ashraf. In coming event, please show us the person, whom we are listening his background audio in all tutorials of SAP2000, ETABS, SAFE, etc, during past 20 years....His presence will add more colors to the event.

THANKYOU ASHRAF HABIBULLAH FOR YOUR INNOVATIVE WORKS.

I am more concerned about what the guy is wearing he's downright crazy

Goodbye 2020 Hello 2027.

👍🏻

CSI should remove this webinar and redo it lol this doesn't seem to teach at a level that other CSI videos do!!! I know how ETABs does wind analysis generally. I watched this video for 44 mins and I learned not much! Is there any other wind analysis tutorials or webinars? And the presenter doesn't even know what windward and leeward mean!!!

Great presentation

which isolation is better for time history analysis?

wait, i never know that sap2000 can do this thing :D

Thanks

Can you give some more details on time history analysis for wind loads?

I'll come back to this inspirational video soon when I'll become Structural Engineer.

In your CSi Team of Experts, could you please develop a "Decision Making" A.I. Algorithm which on its own will properly judge and decide automatically for the best/optimum option of the Diaphragm to consider in our Model? I believe that you, as Guru you are, You Could! Please do it then in your oncoming versions of enhancements! Sincerely Yours!

A Great speak of Ashraf.

Great song...

Happy New year CSI

Lol nice