I’m grateful for your kind comment. Yes, I agree that there isn’t much material on composite slabs out there. I’m working with a team of students to prepare a RUclips playlist on steel-concrete composite structures. This list will include design of composite slabs, composite beams and composite columns. Please let me know if you want me to cover any more topics on composite structures relevant to industry. Your valuable feedback means a lot to me.
I’m glad, the video is helpful to you. Teaching and learning together is what this channel all about. Your feedback inspires me to do my best. I’m planning new video series on steel concrete composite design included detailed design of slabs, beams and columns.
Dr. Jawed, I am wondering if you have a lecture for composite beam design with elastic method. Especially, one where the neutral axis of the transformed section located under the steel beam top flange.
Download all lectures at tinyurl.com/JQureshiSTEEL
as a senior engineer and have speciality in composite but still have a less number of vedio on composite slab or composite structure why sir ?
I’m grateful for your kind comment. Yes, I agree that there isn’t much material on composite slabs out there. I’m working with a team of students to prepare a RUclips playlist on steel-concrete composite structures. This list will include design of composite slabs, composite beams and composite columns. Please let me know if you want me to cover any more topics on composite structures relevant to industry. Your valuable feedback means a lot to me.
thankyou so much sir ....Really helped me brush up my knowledge and learned a lot from you...
I’m glad, the video is helpful to you. Teaching and learning together is what this channel all about. Your feedback inspires me to do my best. I’m planning new video series on steel concrete composite design included detailed design of slabs, beams and columns.
@@DrJQureshi I wish I found your channel before,but I am glad I did now.Thank you very much for your efforts…
Dr. Jawed, I am wondering if you have a lecture for composite beam design with elastic method. Especially, one where the neutral axis of the transformed section located under the steel beam top flange.
Thanks, let me check my notes and books. I'll get back to you.
Hi Dr, I was wondering on how to get the suitable number and size of studs by using linear interaction method?
Hi, thanks for the valuable comment. This will require bit of a long discussion. I’ll answer it shortly.
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Thanks
Hi Sir, how to get the value of hd if plastic neutral axis lies in the top flange?
Let me check, I’ll get back to you.
❤🌹🙏