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Greatly thanx , i have gradgudted many years before from BU but yet the moment i didn't understand SA untill found this channel

9.30 da K_21 = - 0.375 EI

Excelent video. Have you a video explain the stiffness matrix of beam column excentricity ( insertion point ).

Kindly consider sharing your lecture on the derivation of the slope-deflection method which is the base for this Advanced Structural Analysis course. Your cooperation is greatly appreciated!

Your lectures are greatly appreciated, and your explanations of concepts significantly enhance my understanding and integration of structural analysis methods. Thank you for delivering such insightful lectures.

What changes if the coordinate system is defined at the corner of the slab in the case of a rigid diaphragm

Hello. Why doesn't any beam element have axial forces? Could you please explain my question?

great video, sir i have a question, how can i calculate uxi, uyi and thetazi value?

Questions

Sir please can you explain how the mass matrix is generate

Sir if possible please explain 5 to 6 bay plane frame and 10 to 15 story and consider only horizontal dof and rest are condensed out

Thank you sir for nice explaining with detail

How did we obtain the stifness matrix shown in 18:14. Normally in finite element method, it shoud be a 6*6 matrix for a beam element I think.

Özgür hocam çok güzel ve açıklayıcı bir video olmuş. Emeğinize sağlık.

Very helpful. Many thanks.

Amazing Sir, thank you so much!

I don't understand why text books cannot explain these things comprehensively in this way. This lecture video is just fantastic. I have taken a snapshot of important frames of this video and created my own notes on beam bending topic.

Great..May I know about determination of matrix G.

Excellent!

Very good pictures! Which book can we refer to?

Thanks, we explained.

Hello, great video! By the way do you know or know of any papers that discuss the effect on the mass matrix with the incompatible modes method? I’m trying to implement it to an eigenfrequency problem but I can only find static examples.

on @23:45 , may you explore how to get the formula of theta y? I think theta y = arc tan x/w, isn't it?

What would the lambda be for the solid circular cross-section?

Thank you wonderful lecture

Nice lecture :)

Nice lecture thank you!

This course is very good. Is it possible to get the bibliography of the course. ?

This course is very good. It is possible to have the bibliography of the course. ?

شكرا جزيلا دكتور

Thank you for this explanation, Can I know what is the name of the application used to write?

🙏thank you

Very nice lecture 🙏🙏🙏

can you send us example for numircal code to trace this response

Thank you sir

Subscribed！

Very useful to me! Thank u sir! Very good video. Why didn't anyone comment？

2:56 " When we have a beam deformation only, it's a beam for us " beam deformation değil de bending deformation mı demek istediniz acaba hocam? Beam deformation ile bending deformation aynı şeyler midir?

i think this helps a lot and thanks very much.

Thank you for this video, I was looking for a help to cover this topic and i have found it with your youtube video.

Excuse me professor, which book should i check in order to understand and look more examples of the inclusion of shear deformations in stiffness method. Also I want to know if there is a book including a rigid arm (Elemento with EA=EI=Infinite), as effect of a shear wall analysis with beams, or the procedure to determinate the stiffness matrix of nonprismatic elements. I want to thank you for the videos, I'm fromm Perú and found the information very valuable for structural knowled, you have a great method to explain.

Thank you for your videos. I'm in my fourth year of college and when I studied structural analysis my teachers did not teach the derivation of SD, Cross and stiffness methods. I understood all the methods but I always want to know where the things come from and your videos taught me all I wanted to know. When I become teacher in my college I will recommend your channel to my students.

what book you recommend for this course and can you please share your syllabus??

Thank u so much!! It’s perfect!! Keep it up sir!

I tried modified for member BE in the first problem. I got different values. Can we not use modified in this case?

27:24 "+"

Hocam at point D, why don't we have a rotational degree of freedom? Is it not an internal hinge with the combination of a fixed support? 2) Why don't we have two rotational degree of freedoms at the intersection B? 1 for the beam and 1 for the truss member?

Teşekkür ederim Hocam

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