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Thank you Dr. sherif What a nice video!
Most welcome!
I always enjoy your videos Dr. Very well presented. Keep its up.
Glad you like them! You can help me by sharing with your colleagues. Do not forget to "like, share, and subscribe". This really helps.
Great info. shared!
Great job
Why don't we use factors for loadings? Or the loads are already factored?
what book did you get the examples from
كل الشكر دكتور شريف
بالتوفيق إن شاء الله.
Hello DrCan I design a simply supported RCC beam of 13m span
Dr. Can you made lectures of steel design use BS 5400
Sorry, I can’t.
Hollo Doctor?Help me how to get drift limit for BS8110 for factored loads because in part 2 of BS8110 gives for unfactored loads only Thanks.
Hello، Dr.Can you put your ppt about Design of reinforced concrete in the comment here?
Thank you for your interest but I can not
Hello Doctor?Please your email address for good use; for questions about structural designs.Thanks.
Thank you Dr. sherif
What a nice video!
Most welcome!
I always enjoy your videos Dr. Very well presented. Keep its up.
Glad you like them! You can help me by sharing with your colleagues. Do not forget to "like, share, and subscribe". This really helps.
Great info. shared!
Great job
Why don't we use factors for loadings? Or the loads are already factored?
what book did you get the examples from
كل الشكر دكتور شريف
بالتوفيق إن شاء الله.
Hello Dr
Can I design a simply supported RCC beam of 13m span
Dr. Can you made lectures of steel design use BS 5400
Sorry, I can’t.
Hollo Doctor?
Help me how to get drift limit for BS8110 for factored loads because in part 2 of BS8110 gives for unfactored loads only
Thanks.
Hello، Dr.
Can you put your ppt about Design of reinforced concrete in the comment here?
Thank you for your interest but I can not
Hello Doctor?
Please your email address for good use; for questions about structural designs.
Thanks.