Пікірлер

• 
  @user-ls9tn5ll9l27 минут бұрын

  Thanks a lot

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  @MihirajNawarathna9 сағат бұрын

  Thank you very much sir. very valuable lecture

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  @EngMaxamedAxmed17 сағат бұрын

  Coloumn , slab and foundation desin🎉

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  @DrJQureshi14 сағат бұрын

  Yes, sure. They will follow.

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  @DrJQureshi20 сағат бұрын

  ⏰ TIMECODES ⏰ 00:00 - Introduction 00:57 - Tutorial Example 1 19:00 - Tutorial Example 2

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  @user-ls9tn5ll9lКүн бұрын

  Nice

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  @DrJQureshiКүн бұрын

  Thanks

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  @kabijoshi5949Күн бұрын

  Do you have a PhD? Amazing. You cant have a video on a pinned-pinned frame element. What a Dr. waste of time.

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  @DrJQureshiКүн бұрын

  Yes, I have a PhD degree in Structural Engineering from University of Leeds, UK. Thanks for your valuable feedback. We can have pin-jointed frames and we call them trusses or truss elements sometimes. Frame element, on its own, is normally associated with moment, shear and axial forces. I hope it clarifies your confusion. I’m happy to elaborate more.

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  @osamashawky6222 күн бұрын

  I do appreciate that you share your knowledge with others, keep going.

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  @DrJQureshi2 күн бұрын

  Thanks, you are so kind.

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  @osamashawky6223 күн бұрын

  Dr Jawed, well done, keep posting more videos!

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  @DrJQureshi2 күн бұрын

  Thanks, much appreciated.

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  @BabuAhmed-jj6le4 күн бұрын

  Sir, Thanks a lot for your vedios. Please make vedios on all topics of structural analysis, rcc, geotech..

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  @DrJQureshi4 күн бұрын

  Thanks for kind feedback. I’m planning videos on these topics. You’ll soon see some of the topics soon.

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  @krishalbasnet6 күн бұрын

  copying clips from the efficient engineer?

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  @DrJQureshi5 күн бұрын

  Clips are used as per fair use policy. It helps people understand the topic better.

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  @MatthewBarber-b9x6 күн бұрын

  For that final equation (the simplified version on Eq. 6.2), is this for combined biaxial bending and axial loading? I am a bit confused by the wording which makes it seem like it is only bending about the minor axis?

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  @DrJQureshi6 күн бұрын

  The equation has been taken from this document www.steelconstruction.info/images/d/d8/SN048b.pdf

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  @DrJQureshi6 күн бұрын

  As the buckling in minor axis is the controlling buckling, that’s why only minor axis buckling is written. But I think it accounts for both minor and major axis buckling and axial loading.

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  @MatthewBarber-b9x5 күн бұрын

  @@DrJQureshi Got it thank you - very helpful series!

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  @abduljabbarabduljabbar91097 күн бұрын

  Thanks Sir.Abdul Jabbar from Manchester.

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  @DrJQureshi7 күн бұрын

  So nice of you Abdul Jabbar!

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  @DrJQureshi7 күн бұрын

  ⏰ TIMECODES ⏰ 00:00 - Introduction 01:17 - Why do we use doubly reinforced concrete beam? 03:13 - What ties bars together? 05:15 - Intro to singly and doubly reinforced beams. 10:06 - Formulae for doubly reinforced concrete beams 17:14 - Stress-strain blocks

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  @Mr.P5399 күн бұрын

  Thank you and God bless you for sharing this priceless, tutorials.

• 
  @josefernandezpokrzywa507810 күн бұрын

  Hello Dr. Jawed, I hope I am not bothering you, but I have been having problems with a Speedcore wall model subjected to fire loads, very similar to CFT columns with a steel formwork and concrete fill. The problem I have is that the model has interaction issues when the plates buckle, as they penetrate the concrete, even though I have hard contact interaction. Do you have any advice to help the model converge?

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  @josefernandezpokrzywa507810 күн бұрын

  Hello Dr. Jawed, I hope I am not bothering you, but I have been having problems with a Speedcore wall model subjected to fire loads, very similar to CFT columns with a steel formwork and concrete fill. The problem I have is that the model has interaction issues when the plates buckle, as they penetrate the concrete, even though I have hard contact interaction. Do you have any advice to help the model converge?

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  @DrJQureshi10 күн бұрын

  I’m not exactly sure about fire loading. But in my view static analysis procedures normally don’t work or have convergence issues when there are many contact interactions. I would probably use explicit dynamic procedures with slow load application and using mass scaling. Also you can increase node penetration tolerance when you define hard contact.

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  @DrJQureshi10 күн бұрын

  ⏰ TIMECODES ⏰ 00:00 - Introduction 01:12 - Problem 03:08 - Design Moment, MEd 04:22 - Ultimate Moment, MRd 09:36 - Area of tension reinforcement 12:23 - Concrete stress block 14:16 - Students’ questions

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  @chanakaarchitecture183911 күн бұрын

  Very valuable lectures. Thank you dr.jaweed

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  @DrJQureshi11 күн бұрын

  Thanks

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  @wilayatali853813 күн бұрын

  Greetings, Dr. Qureshi You are using the abaqus in a quite unique way, I found it very interesting. I want to know how to draw a round-ended elliptical CFST column into abaqus (idea: half-circle+reactangle+half-circle)

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  @DrJQureshi11 күн бұрын

  Thanks for your kind comment. You idea is correct. You may want to have a look at a paper from my PhD supervisor (2007-2010) Prof Dennis Lam, "Flexural behaviour of round-ended CFST members: Testing, numerical analysis, and design" www.sciencedirect.com/science/article/abs/pii/S0143974X24002281

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  @MihirajNawarathna14 күн бұрын

  Such a great tutorial. Thank you very much

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  @DrJQureshi14 күн бұрын

  Thanks for kind appreciation.

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  @DeepthaSenanayake-ki5zv20 күн бұрын

  Dear Dr. Jaweed,Thank you Very much for conducting Eurocod -02 concrete lessons. Very easy to understand and study. It is very very useful for structural Engineers.

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  @DrJQureshi19 күн бұрын

  I appreciate your kind comments. That is what keeps me going. I’m learning new skills myself and sharing them to the world.

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  @DrJQureshi22 күн бұрын

  ⏰ TIMECODES ⏰ 00:00 - Introduction 01:06 - Problem description 08:10 - Singly and doubly reinforced beams 13:19 - Moment capacity of beam 14:52 - Formulae for singly reinforced beam 18:06 - Students’ questions

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  @shareqinamdar890324 күн бұрын

  Informative learning video

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  @DrJQureshi24 күн бұрын

  Glad you liked it

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  @user-yw7cm2rq1e24 күн бұрын

  The best lecturer I know

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  @DrJQureshi24 күн бұрын

  Thanks for kind comment. I’ll ensure future lectures are even better

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  @kofiobeng204926 күн бұрын

  Your videos are beneficial. Thank you, Dr.

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  @DrJQureshi26 күн бұрын

  Thanks a lot, Kofi.

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  @osamashawky62226 күн бұрын

  Videos on eurocode aren't very much available on KZread, I do wish that you continue this series, I did watch your series on eurocode 3 and it was just amazing

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  @DrJQureshi26 күн бұрын

  The initial plan was to just focus on beam bending and shear using Eurocode 2. But now I’m getting a lot comments from my viewers about preparing a comprehensive playlist similar to Eurocode 3 steel series. I’m now thinking to work on full Eurocode 2 series. Thanks for your kind interest.

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  @osamashawky62226 күн бұрын

  @@DrJQureshi thanks, good news to hear about your plans

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  @civileng56027 күн бұрын

  Good lecture. Waiting for more ❤❤❤

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  @DrJQureshi27 күн бұрын

  Thanks for kind appreciation. Yes, I’ll prepare more lectures shortly.

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  @omololaowoeye9834Ай бұрын

  Very impactful lectures. Thank you Sir.

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  @DrJQureshi29 күн бұрын

  I’m grateful for your kind appreciation. I’ll try my best to make them even better in future.

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  @MS-Entertainment009Ай бұрын

  Thanks

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  @DrJQureshiАй бұрын

  You’re welcome!

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  @tonybraines7172Ай бұрын

  Fantastic. Thanks for sharing. I have subscribed ❤

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  @DrJQureshiАй бұрын

  Thanks.

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  @MoeshaBegornar-kq5tgАй бұрын

  Hello Dr. Qureshi, how do we go about doing the design check if we have both a UDL and a point load on a cantilever beam?

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  @DrJQureshiАй бұрын

  We plot shear force and bending moment diagram for the cantilever beam similar to this video kzread.info/dash/bejne/ZKeprsltncqWaZM.htmlsi=wq2x4dYJKuZvq16g. Once we have these internal forces, applied moment and shear, then we compare them with Eurocode design provisions.

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  @abdulqadir8493Ай бұрын

  Speed is little bit high, Sir!

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  @DrJQureshiАй бұрын

  Thanks for kind feedback. I’ll will try to slow down in future videos.

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  @himeshsenanayake8640Ай бұрын

  Dear Dr. Jawed, Your lessons are extremely helpful for structural Engineers. I am 30 years experienced structural Engineer. I followed your steel lessons and sorted out all gray areas which I had my past 30 years I am very much Grateful to you. Euro code 2 Concrete Design lessons are also very impressive and very kindly request you to give us further RC design lessons.May Triple Gem Bless You!

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  @DrJQureshiАй бұрын

  Thanks for your kind appreciation. The initial idea was to create a very short Eurocode 2 series covering only beam bending and shear. But, now after your feedback, I’m thinking to create a comprehensive playlist on concrete design covering all element design.

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  @himeshsenanayake8640Ай бұрын

  @@DrJQureshi Thank you so much Sir. We are very grateful to you.

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  @QueenluluTVАй бұрын

  Can you write the formula for Kinematic indeterminacy as you have for static indeterminacy

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  @DrJQureshiАй бұрын

  Kinematic indeterminacy is simply degree of freedom. For example simply supported beam can rotate at both ends and can translate at only one end. So it has 3 degree of freedom or 3 kinematic indeterminacy.

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  @osamashawky622Ай бұрын

  very good, keep posting more videos Dr Jawed

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  @DrJQureshiАй бұрын

  Thanks for kind comments

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  @adelodunolawuyi1942Ай бұрын

  Thank you

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  @DrJQureshiАй бұрын

  You're welcome

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  @AbdulR-MannanB-Ай бұрын

  Very helpful lecture.Thank you so much, Dr Jawed.

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  @DrJQureshiАй бұрын

  I’m glad you liked it. I’m here to help people.

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  @MS-Entertainment009Ай бұрын

  Create part: 2D planner,deformable,Shell,Approximate size:20 E=1e9, v=0.3 Have your channel any about this

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  @DrJQureshiАй бұрын

  I have many tutorials on ABAQUS, have a look at this one kzread.info/dash/bejne/qoOIsqqJecjTaMY.htmlsi=41FUIITjAFDGtzYc

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  @DrJQureshiАй бұрын

  No sign in required! You can DOWNLOAD lectures at tinyurl.com/JQureshiConcrete

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  @DrJQureshiАй бұрын

  No sign in required! You can DOWNLOAD lectures at tinyurl.com/JQureshiConcrete