I deeply appreciate this video, You are very patient and knowledgeable. Please continue uploading such amazing videos.
i understood a lot of concepts. I don't know what to say, thank you so much.
I have been struggling with this lately , you made it look so easy. Thank you
Dr thank you soon much♥️ easy to understand. 💯 Well done
Thank you very much. I’m always watching your amazing videos and thanks for your excellence explanation. Thank you so much again.
شكرا دكتور يعطيك العافيه
ان شاء الله تستمر هذا السلسلة
تحياتي لك
Superb videos Sir! Please keep them coming. Appreciate your effort in sharing the knowledge.
Wow ...It's an excellent explanation, thank you.🎉🎉🎉🎉🎉
Great explanations throughout. Thank you!
رائع كعادتك دائما يا دكتور شريف شرح رائع وافي بارك الله فيك يا دكتور بالتوفيق دائما
Dr. El-Gamal, why are the loads w acting on the short and long beam of the two-way slab are both n x Lx/2 (for both triangular and trapezoidal area)?
The best thank for not holding back this information ❤️
Thank you, Sir, I have learned so much from your lectures. My concern is about Table 3.5 and the prevailing 3 conditions. What is the alternative method to Table 3.5 if all the 3 conditions are not met. For example, if the variations in the span length exceed 15% of the longest span, what should be my next step?
Thank you very much Sir, its real helpful and answers alot of questions.Please keep sharing this.
Thanks for sharing this Dr. looking forward to viewing more
Thank you sir for the video, you made it so clear, may God bless you abundantly
Thank you very much sir. Sir it would be very much useful if you could make a video regarding moment redistribution and practical example of that.
Sir, please can you share ur power point
doctor it is not clear to me, why you did not show the shape area to be considered , i mean if triangle how to calculate the load on beam ?
Wonderful lecture you have here sir
When you say that shallow beam design is based on bending moment, does it mean we don't design for shear. Same goes to deep beam, does it mean we don't design for bending moment.
I will be waiting for your response sir
Thanks Doctor sherif,one question when we have beams on stairs,the beam is between 2 inclined slabs some cases,so if we need to design beam as Flange beam(T beam) how we take the effective width(bf) in this case?
يعطيك العافية دكتور هل جدول 3.5 ينفع نستخدمه للكمرة تتكون من 2span
in minute 15:34 is there for two slab load distribution in long direction w=n*(ly/2)kN/m or w=n*(lx2)kN/m
شكراً دكتور علو المجهود الرائع .. بالتوفيق دائماً
Sir can you upload video about how and how much transfer load from slab to beam to column to footing
Please design ha 2BHK G+2 STOREY resident building with transfer load mechanism
Continue sharing your knowledge, hope you can do a 2 storey residential building from foundation to roof level: including calculation of loads on beams, slab, columns and foundation. Thanks, God Bless, keep safe!
I am wondering, how come people dislike this kind of video.
Great lecture dr.
thanks Dr, how to get this lecture completely
Hello Dr.El.Gamal
is it possible to have the slides?
Thank you Dr.Sherif
Very good lecture
Good masha allah jazakallah li muhandis ala ilmulwuaah
Could you explain the design of beams using CODE IS 456 :2000
جزاك الله خيراً يا دكتور
great video. thanks Doc.
Sir may God bless you
Jazaklah, can we get this slide.
Thanks for this video, Could you please upload steel design videos.
شكرا دكتور الله يعطيك العافيه
ممكن تحط السلايدات في صندوق الوصف نستفيد منهم❤️
الله يجزاك خير و يسعدك
Can you kindly make a series for structural steel beams and columns design BS as well?
طول عمرك مميز ..ماشاء الله .. استمر
Thanks Doctor!!!
جزاك الله خير دكتور ..شرح مبسط ورائع دكتورانا...دكتور أي الملفات تستخدم وهل هناك مراجع بالعربي في التصميم وفقا لكود البريطاني؟
يا دكتور هل ممكن التصميم على fy غير ٢٥٠ و ٤٦٠ ولو ممكن ايه هيا الاختلافات في التصميم
Thank you sir
wonderful
Thanks sir, I would like load transfer example using this bs8110
AMAZING
مجهود رائع 🌹
Thank u doctor
Can you please upload a pdf file?
Salam, Can you provide me ISBN the book you use please. Thank you ...Keep up the good work Dr :)
Please pdf sir
Please do an example sir
we need to use ACI code . thanks
SI units suck. But, this is a great video
G+8 design thesis
نريد باللغة العربية بليز
بالعربي
إنشاء الله في المستقبل. حاليا لازم تكون بالانجليزي علشان الطلبة عندي لازم ندرسهم بالانجليزي.
Dr. Pls can i have any of your contact on social media? Preferably telegram or WhatsApp
Very excellent explanation and illustration. Thank you very much and continue with this good work.