Dear Sir I am a mechanical engineer in the USA and have done a lot of machine design work. I am now designing my retirement home in Florida and I ran across your video. This video is absolutely fantastic ! I really appreciate the practical reasoning you use to explain and make very clear how to calculate the forces. Your students are indeed lucky to have you ! Thank you so much and please continue to make such videos.
Again, I have to say this. This explanation is insanely clear as distilled water. Your students are so fortunate for having you. I wish that there was TH-cam channel in my University years. Bravo doctor. 👏👏👏👏👏
Hello Dr El-Gamel. Thank you for your tutorials. You are more than a teacher. Your elaboration is clear and hopeful every one can understand instead of creaming. Continue to provide other videos for the design of other structural members. May God give you a long life with Good Ends. Thank you.
جزاك الله خير الجزاء على هذا الشرح الرائع و المفصل و أتمنى عليك يا دكتور أن تتحفنا بشرح مفصل لكيفية تصميم البلاطات الفلات و الأعمدة النحيفة و القواعد المشتركة.
Thank you so much for this video. Your have thought me what my lecturers refused to teach me in university. You have done a great job sir. May God continue to increase you in knowledge. Please I want more video from Raft and pile foundation. Thanks in a big time sir. May God bless you abundantly.
شكرا جزيلا يا دكتور على الشرح والمجهود الرائع .. هل ممكن حضرتك تشاركنا بال PDF فايل بتاع المحاضرة علشان يكون سهل للرجوع له فى اى وقت... جزاك الله كل خير
Thanks our Dr. El-Gamel for this lecture. Can you make a lectures for design a neighbour footing when the position of column at mid and other type at corner
Romanian foundation design code for isolated footings is simple: To assume a linear distribution of the pressures, you need to ensure proper rigidity of the pad footing. This can be provided by respecting some prescribed ratios between H/D>=0.3 (Height of pad, D- bigger footing length). If not provided, you have to check one-way and two-way shear. Otherwise, it is just a recommendation.
جزاك الله خيرا دكتورنا وربنا يجعله في ميزان حسناتك بما تنشره في مجال الهندسة المدنية، بعد إذنك دكتور هل ممكن تعمل فيديو يشرح كيفية تصميم البلاطة الفطرية flat slab بواسطة الكود البريطاني B.S ولك فائق إحترامي وتقديري ..
@@heshamalshammari5393 تمام ربنا يبارك فيه الدكتور ع شرحه المتميز .. انا من اليمن وادرس ع الكود البريطاني بس مشكلتنا في اليمن ما يعطوك المهنج كامل روؤس اقلام وما يتوسعو بالمهنج المقرر ومها أوضاع الحروب والأزمات الحاصلة يطر الطالب أو المهندس يبحث ويجتهد بنفسه ..
دكتور جزاك الله خير الجزا على الشرح الجميل لو تكرمت من وين اقدر احصل تفاصيل تسليح القواعد ف الكود البريطاني فيما يتعلق ان التسليح السفلي للقواعد يكون في الاتجاه الاطول من القاعدة والتسليح العلوي في الاتجاة الاقصر ؟ وماهي المشاكل المترتبة اذا عكسنا
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
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.
Sir assalamualaikum i ask you if column jalli not centre of column because is less space. now what i do i design of uniaxel loading or not please your comments.
Thank you very much! Could you please upload a lecture for Liquid retaining structure design to EC2. Appreciate very much there is no guidance anywhere. Please!!
Hi sir. Many thanks for the instructive video however i have a question. Should we backfill the footing? As i am thinking to make a basement slab just above the footer?
Thaks dr sharif I wanna to ask you a quastion Transverse shear stress or direct shear stress < 2VC shear capacity of the section of footing That compare V
Great explanation as usual! but how do you find the effective depth? do you simply assume the number and calculate based on that? or is there a specific method to be used?
If you're referring to "d" then I believe it's the distance from the top of the foundation to the center of the bottom reinforcement, if I'm not mistaken.
Thanks for your interest. The footing area depends on the allowable bearing strength which is a SLS not an ULS. Therefore we use the service load not the ultimate.
Thank you so much for this Dr El-Gamal. One question regarding shear stress; if it exceeds the concrete shear capacity, you mentioned that the solution is increase the height (H) of the foundation. Isn't another possible solution to use shear reinforcement?
Dr. El-Gamel, is it correct to say that Gross Soil Pressure should be lower than the allowable soil bearing capacity? Gross Soil Pressure = (Column load including its dead load + Weight of soil above the footing + weight of concrete footing) / area of footing. Anyone ?
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I really hope your students realize how lucky they are to have you as their teacher.
It was crystal clear and super helpful.
Thanks a lot 🙏.
Thank you for your support. Glad it was helpful!
Dear Sir I am a mechanical engineer in the USA and have done a lot of machine design work. I am now designing my retirement home in Florida and I ran across your video. This video is absolutely fantastic ! I really appreciate the practical reasoning you use to explain and make very clear how to calculate the forces. Your students are indeed lucky to have you ! Thank you so much and please continue to make such videos.
Again, I have to say this. This explanation is insanely clear as distilled water. Your students are so fortunate for having you. I wish that there was TH-cam channel in my University years. Bravo doctor. 👏👏👏👏👏
Hello Dr El-Gamel. Thank you for your tutorials. You are more than a teacher. Your elaboration is clear and hopeful every one can understand instead of creaming. Continue to provide other videos for the design of other structural members. May God give you a long life with Good Ends. Thank you.
Bravo doctor! Your elaboration is clear AND every one can understand!
Thanks a lot.
best video regarding footings Design.Many Thanx Dr Sharif
You are the best in Civil Engineering
Thank you so much Dr. Shareef.
I'm Mohamed Shareef from Somalia. Studies Civil and Infrustructure Engineering at City university Mogadishu-Somalia.
asc
i.a waad shameysa fila 3 sano kadib
@@baro9084 wcs
@@dahirh5160 Haa alx waan dhameeyay
جزاك الله خير الجزاء على هذا الشرح الرائع و المفصل و أتمنى عليك يا دكتور أن تتحفنا بشرح مفصل لكيفية تصميم البلاطات الفلات و الأعمدة النحيفة و القواعد المشتركة.
Thank you so much Dr. El-Gamal for the interesting video, I really understand the Foundations. keep teaching us more
Thanks really I appreciate your effort to make everything clear and God bless you
Thank you so much for this video. Your have thought me what my lecturers refused to teach me in university. You have done a great job sir. May God continue to increase you in knowledge. Please I want more video from Raft and pile foundation. Thanks in a big time sir. May God bless you abundantly.
What school did u attend bro 😀😀
Sir, nice piece of art not just a lecture...thank you very much
Great explanation Dr El Gamal . thank you .
Thank you doctor for your kind act to help us,be blessed.
شكرا جزيلا يا دكتور على الشرح والمجهود الرائع .. هل ممكن حضرتك تشاركنا بال PDF فايل بتاع المحاضرة علشان يكون سهل للرجوع له فى اى وقت... جزاك الله كل خير
Thank you Doc. Your channel has been of great help.
You're a legend man.
Excellent, great explanation. Thank you sir.
You are much more good to be a lectural. I appreciate your lecture.
So nice of you. You can help by like and share to transfer the knowledge
Thanks our Dr. El-Gamel for this lecture.
Can you make a lectures for design a neighbour footing when the position of column at mid and other type at corner
Love the new sound
thanks Dr it was a simple and useful video
Excellent presentation sir.simple and understanding.
Glad you liked it. If you like it, share it with your colleagues.
Thank you for the video good info. When you record audio set input on mix -6db this will leave you enough head room as not to clip.
thank you so much for great content doctor if you have time we will be glad to watch video which you design some footing and foundation in real time
amazing explanation
Very nicely described and taught. Thank you.
Regards
جزاكم اللّٰه خيرا كثيرا يا دكتور
Romanian foundation design code for isolated footings is simple: To assume a linear distribution of the pressures, you need to ensure proper rigidity of the pad footing. This can be provided by respecting some prescribed ratios between H/D>=0.3 (Height of pad, D- bigger footing length). If not provided, you have to check one-way and two-way shear. Otherwise, it is just a recommendation.
Great explanations throughout. Thank you!
Great explanation. thank your your video
You're welcome.
Very good explanation. Thank you very much.
Excellent!
Thank you Dr. Sheriff
VERY GOOD VIDEO TRAINING,
Thank you for sharing. Good job
Very nice lecture thanks alot sir.
Salamat, from Pakistan.
Great Job
Well explained.
Kindly consider giving us a tutorial of designing a Tie beam
Nice video Sir, please make a video on design of combined footing.
شكرا لحضرتك جزاك الله خير
و انت كذلك. شكرا على الدعم.
Could you please upload a lecture for Liquid retaining structure design to EC2 or BS8110/BS8007
جزاك الله خير ,الفيديو افادني
Thank you for your interest. If you like it, share with your colleagues.
ان شاء الله@@MrElgamal77
Thnks doctor , great explanation keep it up
Thank you so much for explaining this. Could you upload a video on theory, analysis and design of staircase?
Love from Nepal
I will try.
Its really amazing, everything is well defined and explained.
Expecting more like this video.
Really helpful and very detailed , thank u sir
The most important thing is to keep the most important thing, the most important thing, and that is the "foundation"
Sir while designing footing, we satisfy only shear failure criteria soil or both shear and settlement criteria?? Plzzz rpy sir🙏🙏
Love this tutorial. Great explanation!!
Thanks so much Dr.
So nice of you
Thanks For Teaching Sir
It's my pleasure. Share with your colleagues.
Love from BD.
Dr. Sherif Thank you and I would like to ask you to add us staircase lessons in the you tube 👍👍
Very Good sir,
جزاك الله خيرا دكتورنا وربنا يجعله في ميزان حسناتك بما تنشره في مجال الهندسة المدنية، بعد إذنك دكتور هل ممكن تعمل فيديو يشرح كيفية تصميم البلاطة الفطرية flat slab بواسطة الكود البريطاني B.S ولك فائق إحترامي وتقديري ..
ان شاء الله الدكتور يشرح الكثير ليسى هو في البداية..انت وين بتدرس ؟ هل بتدرسوا في الكود البريطاني؟
@@heshamalshammari5393
تمام ربنا يبارك فيه الدكتور ع شرحه المتميز ..
انا من اليمن وادرس ع الكود البريطاني
بس مشكلتنا في اليمن ما يعطوك المهنج كامل روؤس اقلام وما يتوسعو بالمهنج المقرر ومها أوضاع الحروب والأزمات الحاصلة يطر الطالب أو المهندس يبحث ويجتهد بنفسه ..
@@mazenabdu5205 حياك طيب باي جامعة انا من اليمن أدرس في السودان سنة رابعة..انا جالس انشر للدكتور على صفحتي على الفيس حتى يستفيد الطلاب الاخرين
إن شاء الله.دعواتك. لكن فيه أولويات لازم اعملها أولا.
@@heshamalshammari5393
هلا حياك اخي تمام جزاك الله خيرا .. وربنا يوفقك في دراستك .
انا تخرجت ٢٠١٦ من الهندسة المدنية في جامعة عدن _ كلية الهندسة
Please make a video on designing piles and applying spring constant along the depth of piles. Thanks
Also you are most welcome to Tanzania.
Thank You Doctor
very nice lecture sir :) thank you very much
Thanks doctor very interesting and helpful video from mauritius,
can you do some videos on Design of Retaining Walls to British Standards
دكتور جزاك الله خير الجزا على الشرح الجميل لو تكرمت من وين اقدر احصل تفاصيل تسليح القواعد ف الكود البريطاني فيما يتعلق ان التسليح السفلي للقواعد يكون في الاتجاه الاطول من القاعدة والتسليح العلوي في الاتجاة الاقصر ؟ وماهي المشاكل المترتبة اذا عكسنا
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
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.
Hello Dr El-Gamal. May i know the formula for calculating Maximum Bending Moment and Shear Force for a strip footing
او شرح عن كيفية تصميم القواعد اللبشة بواسطة الكود البريطاني B.S بحيث يكون تصميمها as flat slab
Too good man👍👍
What kind of software can calculate?
Sir assalamualaikum i ask you if column jalli not centre of column because is less space. now what i do i design of uniaxel loading or not please your comments.
thank you so much sir
Thank you so much for this
Thank you very much! Could you please upload a lecture for Liquid retaining structure design to EC2. Appreciate very much there is no guidance anywhere. Please!!
Thank you sir this was very clear. Do you by anything have any lesson on long/slender columns as per BS8110
Very very thanks Sir.
Most welcome
excellent
Thx sir❤
Hi sir. Many thanks for the instructive video however i have a question. Should we backfill the footing? As i am thinking to make a basement slab just above the footer?
thank you very much professor i would ask you about the design shear for concrete how can I calculate its ?
السلام عليكم
بعد اذنك اذا مطلوب نصمم shallow foundation والمعطيات Df وIDP و IDM وp و M مع fs=3 كيف اصمم؟
can i give me a sample of footing design
Thank you so much
الله يجزيك خير يا دكتور
Thaks dr sharif
I wanna to ask you a quastion
Transverse shear stress or direct shear stress < 2VC shear capacity of the section of footing
That compare V
Fantastic
You are welcome
Thanks
😊
nice
Sir which bearing capacity is used in design of footing??
Example: Safe bearing capacity or allowable bearing pressure
can you please a video about retainng wall
Bravo
Happy to help
Great explanation as usual! but how do you find the effective depth? do you simply assume the number and calculate based on that? or is there a specific method to be used?
If you're referring to "d" then I believe it's the distance from the top of the foundation to the center of the bottom reinforcement, if I'm not mistaken.
are you using Eurocode 2 designing the fondation?
No. I am using the BS8110.
Thank u Sir. Can i get the ppt power point.
Hi, thank you very much for this nice video. I have a small question,
Why do we take SLS loadings (and not ULS) to calculate footing size?
Thanks.
Thanks for your interest. The footing area depends on the allowable bearing strength which is a SLS not an ULS. Therefore we use the service load not the ultimate.
@@MrElgamal77 Thank you Dr.
For punching shear the critical section lies at 0.5d from face of column whereas you took 1.5d.Why?
Sir if have link please send,, how to check stability by eccentricity in half area footing,, like in boundry walll
Sorry, I do not have it.
is okay we will try to revise.
Why don't we provide steel reinforcement for shear ?
Thank you so much for this Dr El-Gamal.
One question regarding shear stress; if it exceeds the concrete shear capacity, you mentioned that the solution is increase the height (H) of the foundation. Isn't another possible solution to use shear reinforcement?
Yes you can but it is easier to increase the thickness
@@MrElgamal77 I see. Thank you for your quick reply and fantastic work on your videos - really helpful and well explained. Keep them coming 🙏🏼
Dr. El-Gamel, is it correct to say that Gross Soil Pressure should be lower than the allowable soil bearing capacity? Gross Soil Pressure = (Column load including its dead load + Weight of soil above the footing + weight of concrete footing) / area of footing. Anyone ?
Yes
@@MrElgamal77 Shukran.