17 - CSI ETABS Demonstration on Fiber Modeling of RC Columns

[@farahaziz94]

Thank you so much for your effort. I recently came across your UA-cam channel and website. you saved my master's degree I was completely lost and could not accomplish anything before your videos. ربنا يجازيك خير خير الناس انفعهم للناس

[@UnderstandingStructures]

Thank you 🙏

[@MdAlamin--qr5tl]

Sir. How i made excel sheet for nonlinear analysis?? Mander model

[@yimsopanha4102]

Hello Sir, related to your acceptance criteria of unconfined concrete, do you have any reference that these numbers are based on?

[@UnderstandingStructures]

No they are not based on any reference. Ideally, they should be based on test results.

[@yimsopanha4102]

Excuse me sir, on the video of General Guidelines for Fiber Modeling In CSI ETABS, what is L, Distance from the critical section of plastic hinge to the point of
contraflexure
?
Thank you
@@UnderstandingStructures

[@Angel-kh2wz]

Hello sir, while defining fibers of core concrete, do we assign concrete material as unconfined one that we already defined while defining concrete material? or Do we need to separately define the confined concrete property as well?

[@godofredoguevaraalanya5328]

Very Good

[@UnderstandingStructures]

Thank you 🙏

[@pradeepramtel2695]

Hello Sir, Great lecture . Can you also do a another lecture on plastic hinge for composite structure . Or else recommend me some relevant studies on it . Thankyou

[@khaledkasem6527]

Hi engineer fawad I'm student with dissertation about push over analysis for tall building steel frame with reinforced concrete I couldn't reach failure please I need help If you have mail I will send the model to take a look thanks in advance