Пікірлер

• 
  @AbuAlhussainКүн бұрын

  شكراً جزيلاً وجعله الله في ميزان حسناتك اتمنى تشرح باقي البلاطات بجميع انواعها وباقي المواضيع الموجودة في كتاب نديم حسون

• 
  @adrer55194 күн бұрын

  Hi Dr. Can i know. Why at some other book have 0.617d

• 
  @MrElgamal773 күн бұрын

  It could be a different code

• 
  @sakthivelavan93484 күн бұрын

  Thankyou ❤❤

• 
  @user-gd8yr1tf1s7 күн бұрын

  10xs

• 
  @mustafaalamidy31897 күн бұрын

  Salam Dr Sharif, could we have a video on structural design for strip foundation under a brick (9 inch) load bearing walls , I am your brother from Iraq, many thanks.

• 
  @davidngumbao614411 күн бұрын

  Great explanation thank you but please show the formula for required reinforcement.

• 
  @mbalinkambule712 күн бұрын

  This is such an informative and well explained presentation. Thank you so much Prof, you have saved my entire semester.

• 
  @agostinhoinocencio701317 күн бұрын

  thank so much for coming back my lecturer God bless you

• 
  @samelymulieh51418 күн бұрын

  I dont understand how do they assume the value of -100 in sway, do we need to calculate or not from anywhere. Can we assume it also 500, 600...or only it should be less than or equal to 100

• 
  @MrElgamal7718 күн бұрын

  You can assume it as you want. 500 or 600 or any other value. At the end, you will have same final moments

• 
  @Phoenix6761419 күн бұрын

  I have a question if you don't mind? In example 4: where did you get that there are 3 independent mechanisms? Nubmer of possibe hinges n = 3 Degree of redundancy r = 4-3 =1 Number of independent mechanisms = n-r = 3-1 = 2 Number of hinges for total collapse = r+1 = 1+1 = 2

• 
  @abdullahbahaa661922 күн бұрын

  شكرا لك دكتور شريف... و اذا امكن بالنسبة لاتجاه القصير ما هي اقصر مسافة يمكن استخدامها في البلاطة المصمتة ذات الاتجاهين

• 
  @MAYOUACHOUAIBOU23 күн бұрын

  Hope to continue learning everyday

• 
  @user-ol6wo5ht8w25 күн бұрын

  Hi sir, what's the factor 0.45 and 0.95?

• 
  @abdolkarimmehrparvar658325 күн бұрын

  well explained thank you

• 
  @gayanpriyadarshana150427 күн бұрын

  very clear and great teaching skills.

• 
  @goodmanlukhele687327 күн бұрын

  the reaction at B is it not= 78.8 kN?

• 
  @MrElgamal7725 күн бұрын

  What is the 78.8? The vertical reaction at B=69.2.

• 
  @thepuncha159427 күн бұрын

  Clearly Explained

• 
  @dhacdo178129 күн бұрын

  Why do we need to add a compression area to a tension area if we don't have any compression force on the tension side?

• 
  @dhacdo178129 күн бұрын

  In 16:40

• 
  @MrElgamal7728 күн бұрын

  In doubly reinforced section, we need to have steel in the compression side of the beam as well as steel in the tension side. This is explained in previous videos. Check the video of doubly reinforced section to understand this.

• 
  @onaziagbese777929 күн бұрын

  Thanks for your fantastic videos Dr. 🎉 Assuming that the 40xbar diameter anchorage length is still too much length for the space available in a section, even after bending up the bar at 90°, what is to be done? Every other thing is well satisfied in yhe the section, just this anchorage length 40xd issue

• 
  @MrElgamal7728 күн бұрын

  Thank you for your nice words. You will never have such thing. You will need bigger bar diameters in bigger footings and therefore you will have more distance for the development length.

• 
  @heije_6749Ай бұрын

  يعطيك الله والله استفدت مره

• 
  @MrElgamal7728 күн бұрын

  تسلم. بالتوفيق يارب. لو استفدت ممكن تنشر القناة بين زملائك وتشارك في نشر العلم.

• 
  @baahzheey8335Ай бұрын

  Hello what if the ly and lx are both 6m and the slab has 9 panels like this do we still use one short end discontinuous for p2?

• 
  @MrElgamal7728 күн бұрын

  You can do that or you can use one long edge discontinuous. Both will give almost same thing because Ly/Lx = 1.

• 
  @vssvimalАй бұрын

  Dr...Thank you for sharing this wonderful explanation and information. could you please upload the isolated footing excel sheet.

• 
  @GKRahat-cc2gzАй бұрын

  Thanks. Can I get the Excel sheet?

• 
  @MrElgamal7728 күн бұрын

  In the description

• 
  @VGK4TRUTHАй бұрын

  Great lesson. This gives a perfect understanding of how to treat cantilever overhangs.

• 
  @MrElgamal7728 күн бұрын

  Glad it was helpful! You can help as well by like and sharing

• 
  @eastudio-KАй бұрын

  thank you

• 
  @MrElgamal7728 күн бұрын

  You're welcome. You can also help by like and sharing

• 
  @ggodwin5312Ай бұрын

  What if its 2 long edges discontinuous for 2 way slabs, how can we use the table?

• 
  @MrElgamal7728 күн бұрын

  Yes. This case is available in the table.

• 
  @UchechukwuIwumezieАй бұрын

  God bless you sir❤

• 
  @reza1001usАй бұрын

  It would be better if you mentioned the code's sections and chapters during the process of solving.

• 
  @MrElgamal7728 күн бұрын

  All of this is explained in part 1

• 
  @mixoa2770Ай бұрын

  هل هذا بالكود البريطاني؟

• 
  @MrElgamal77Ай бұрын

  نعم

• 
  @mixoa2770Ай бұрын

  هل هذا بالكود البريطاني؟

• 
  @MrElgamal77Ай бұрын

  نعم

• 
  @haqabtiracdАй бұрын

  Thank you Dr. I PERSONALLY learnt a lot from you. I have a suggestion, Can You please add some Staircase Examples? Please.

• 
  @MrElgamal7728 күн бұрын

  Noted. I will try.

• 
  @princeleychujor9994Ай бұрын

  Good day sir am really confused about the formula used for axially loaded and uniaxial loaded column it seems like u mixed them up Looking at the code (BS 8110) As per Clause 3.8.4.3(Nominal eccentricity of short columns resisting moments and axial forces) The formula given there was equ 38 N = 0.4FcuAc + 0.8AscFy So am confused sir I dont know if u could pls clarify this

• 
  @MrElgamal7728 күн бұрын

  No perfect axial load on columns. In reality, there will be always a minimum eccentricity. The equation you write is the one we use in this case. If you have approximately symmetric arrangement of beams, you use the other eq. of 0.35Fcu………

• 
  @faizaalaraji1120Ай бұрын

  جزاك الله خيرا يا باشمهندس

• 
  @MrElgamal77Ай бұрын

  Thank you. You may help me to share the knowledge by "like, share, and subscribe".

• 
  @tifalhadhramiАй бұрын

  Your explanation is a masterpiece Dr sherif ,keep it up 👏🏼

• 
  @MrElgamal77Ай бұрын

  Thank you, I will. You may help me by sharing with your colleagues. Do not forget to "like, share, and subscribe".

• 
  @jabulanimakhanya9209Ай бұрын

  I always enjoy your videos Dr. Very well presented. Keep its up.

• 
  @MrElgamal77Ай бұрын

  Glad you like them! You can help me by sharing with your colleagues. Do not forget to "like, share, and subscribe". This really helps.

• 
  @cerentunc8862Ай бұрын

  Thank you very much for the effort, Doctor. Could we please have an updated link for the document.

• 
  @jedidahibrahim8648Ай бұрын

  Thank you sir you are really saving my grade this semester

• 
  @MrElgamal77Ай бұрын

  Thank you. Please like and share to help me to transfer the knowledge to other students and engineers.

• 
  @RichardAppianing-br9cpАй бұрын

  GOOD WORK DR.

• 
  @MrElgamal77Ай бұрын

  It's my pleasure

• 
  @folahan007Ай бұрын

  Fantastic and Clear teaching. Well done Sir

• 
  @MrElgamal77Ай бұрын

  So nice of you. Keep watching.

• 
  @eng_bara377Ай бұрын

  شكرا

• 
  @MrElgamal77Ай бұрын

  العفو. بالتوفيق ان شاء الله.

• 
  @AbrahamAbebe-vo3cwАй бұрын

  Good teaching

• 
  @MrElgamal77Ай бұрын

  Thank you

• 
  @paulezeh6333Ай бұрын

  The crossing for the x/d and compression steel reinforcement ratio was confusing thus I didn't understand that part till the end

• 
  @MrElgamal77Ай бұрын

  Watch it again and you will get it.

• 
  @mohdaishahruddin8357Ай бұрын

  Thank you so much Dr. It is very helpful. My semester of study for concrete design was just explained in less than a weeks.

• 
  @MrElgamal77Ай бұрын

  Happy that it helped you

• 
  @AhmedAli-uh7oiАй бұрын

  I had a question, when dividing the total weight F to get the distributed load W (load calculations in first step) why you divided it by 10m not 4.5m? Shouldn’t be divided by 4.5 so it can be distributed in the 10m direction??

• 
  @MrElgamal77Ай бұрын

  No. This load is over the total length of the beam which is 10 m. To change it to distributed load, we divide the concentrated load by the beam length which is 10.

• 
  @aungkyawoo9472Ай бұрын

  thanks for this lectures.

• 
  @MrElgamal77Ай бұрын

  You are welcome

• 
  @samiqasem42762 ай бұрын

  سلامات ياريت تعمل محاضرات تحكي عن flat slab مع الشكر

• 
  @MrElgamal77Ай бұрын

  ان شاء الله. ممكن تساعد ب like and share حتى ننشر المعرفة بين اكبر عدد ممكن.