Thank you very much , My Turkish Professor can't explain these things well. You have no idea how useful these videos are for me. I really appreciate it
I am a mechanical engineer (ESPE) who graduated from Ecuador. I currently work in the United States. This information is very useful for reviewing and applying the concepts for the design of steel structures. Many thanks.
I have done Master degree, and I am doing a self-study about Steel Structures Design and Analysis. This course is very useful and goes deep in some details. Thank you Dr. Mohammad I hope we will see same this course about Reinforced Concrete Design.
I am studying your lessons sir. Thank you very much. I work at a design firm, and I lack knowledge with these fundamentals. I am learning a lot of things here despite working for 4 years already. I decided to learn these things seriously and build a firm of my own. Thank you for the inspiration!
Hello guys, can someone explain me, in LRFD or in LSD, we calculate a plastic moments for members , when i calculating portal frame , should I use superposition method and design all elements of frame by they own, or calculate All frame using virtual work/ Equilibrium method, and find Plastic moment from there?
Thanks for a brilliant presentation which clarified several points for a non civil background person like me. I have a query. Seismic loads are strength based. It is to be multiplied by 0.7 for use in ASD calculations. If I need to calculate deflection due to seismic loads what load do I take, the higher LRFD one or lower ASD one.
Dear Dr. Noureldin Thank you for your nice video. Would you explain me the philosophy of increasing the loads and decreasing the resistance in LRFD design method . If we are at the elastic zone in HOOK curve or pass to plastic zone in LRFD method ? . What is the main concept by increasing the loads if we do not pass to plastic zone, or it is virtual and we remain in elastic zone. I can’t catch the beauty of LRFD if don’t understand the logic of assumes in LRFD . Please clarify it me if possible. My in advance gratitude. H Rahimi
Thank you very much , My Turkish Professor can't explain these things well. You have no idea how useful these videos are for me. I really appreciate it
I am a mechanical engineer (ESPE) who graduated from Ecuador. I currently work in the United States. This information is very useful for reviewing and applying the concepts for the design of steel structures. Many thanks.
I have done Master degree, and I am doing a self-study about Steel Structures Design and Analysis. This course is very useful and goes deep in some details.
Thank you Dr. Mohammad
I hope we will see same this course about Reinforced Concrete Design.
بارک اللە فیک و جعلە في میزان حسناتک
I am studying your lessons sir. Thank you very much. I work at a design firm, and I lack knowledge with these fundamentals. I am learning a lot of things here despite working for 4 years already. I decided to learn these things seriously and build a firm of my own. Thank you for the inspiration!
Which software you are working on
ما شاء الله. درس مهم جدا و شرح فوق الممتاز
جزاك الله خير يا دكتور.
thank you so much for your sharing and teaching, Dr. Mohamed
it was very useful for me , thank you DR.Mohamed
Amazing Lecture sir, Thanks
Thanks Sir. Much appreciate your efforts, excelle presentation for the course
i'm really thankful to you for your valuable lesson
Thank you very much this session is very helpful
Great video! Thanks a lot!
very worthful
شكرا جزيلا علي المجهود الرائع
واذا سمحت كيف احصل علي الملفات ال pdf للمحاضرات؟
Thank you so much Dr. Mohamed. we appreciate your efforts. Can you Provide us with the slides, please?
Thank you very much Sir.
Good work
Hello guys, can someone explain me, in LRFD or in LSD, we calculate a plastic moments for members , when i calculating portal frame , should I use superposition method and design all elements of frame by they own, or calculate All frame using virtual work/ Equilibrium method, and find Plastic moment from there?
Thank you!
Thanks for a brilliant presentation which clarified several points for a non civil background person like me. I have a query. Seismic loads are strength based. It is to be multiplied by 0.7 for use in ASD calculations. If I need to calculate deflection due to seismic loads what load do I take, the higher LRFD one or lower ASD one.
In ASD,
we divided the nominal strength by safety factor, and then you said no resistant factor,
could you explain please
Dear Dr. Noureldin
Thank you for your nice video.
Would you explain me the philosophy of increasing the loads and decreasing the resistance in LRFD design method . If we are at the elastic zone in HOOK curve or pass to plastic zone in LRFD method ? . What is the main concept by increasing the loads if we do not pass to plastic zone, or it is virtual and we remain in elastic zone. I can’t catch the beauty of LRFD if don’t understand the logic of assumes in LRFD . Please clarify it me if possible. My in advance gratitude.
H Rahimi
Thank you
many thanks
thanks Dr.
how can we get the material ?
Sir can you send this pdf.....?
Sir can i get your videos
❤
33:37
39:00
ASD = Allowable Stress Design
male playback singer
Dubai hanifa Dubai hanifa
Dubai hanifa .......
Thank you