Shallow Foundation - 05 Eccentric Load

Dr Kamarudin Ahmad is an Associate Professor in the Department of Geotechnics and Transportation, School of Civil Engineering, Universiti Teknologi Malaysia. For the past 30 years he has been teaching undergraduate and postgraduate civil engineering courses viz; Statics, Geotechnical Engineering. Advanced Geotechnical Analysis and Design, Environmental Geotechnics, and Advanced Materials in Construction. His research interest includes ground improvement, foundation engineering and environmental geotechnics.
Learning outcomes from the video;
Definition of eccentric load
Method to determine eccentricity and effective dimensions of footing due to eccentric loading
Effective area methods by Meyerhof to calculate ultimate bearing capacity
Items in ultimate bearing capacity equation affected by eccentric load
Example on calculation of shallow foundation subjected to eccentric loading

[@Divineeandrew]

Thanks alot, this was very detailed and easy to understand

[@owino_emmanuel]

Thank you very much Sir.... I feel like a foundation Engineer already 🤗🤗

[@omeralidahir6756]

jazakallah prof kamaradin for your well explained lectures.

[@diegomaldonado7232]

Thank you!! It helped me to understand eccentric load.

[@luisnunes3758]

Thank you as I am revising to take my PE exam!

[@ahmedkamla2109]

Thanks for making this great video. Appreciated.

[@janithruwanpathirana1453]

Sir thank you very much ..your method of teaching is great and those are more helpfull..i m from srilanka

[@janithruwanpathirana1453]

Sir , i have problem regarding confined aquifire and unconfined aquifire..can u brief it ,if you have some time...thanks

[@malindadissanayake6240]

very helpful. thank you

[@azamatzhalmuratov124]

That was helpful, thanks!

[@smronly]

Hi Dr Ahmad, Beautiful lecture Could you please make a series of Lectures on Reinforced Concrete Design to British Standards Covering Slabs, Beams, Columns, Foundations, Walls, etc This will be very helpful and beneficial for the online Community Thanks in advance for your efforts to share all these knowledge.

[@dadisainkomo6343]

Thank you easy to understand

[@danielberhane1152]

we did the same question in today's lecture but the method the lecturer used was completely different, something that doesn't even make sense thanks to you sir and I feel sorry for my colleague.

[@SanjayGupta-nt9vn]

Sir, you made it sound very simple

[@lwandilembewana5587]

Great lectures and very easy to understand. Could you kindly help with the author of the book you are using

[@lwk523]

Thank you Dr. 👍

[@serkankaraburc2954]

When calculating B ', is the moment in the x direction subtracted or the moment in the y direction subtracted?

[@doancv]

Thanks for your video. I have a question. In the AASHTO LRFD Bridge Design, e =M/Q. However, M and Q are the unfactored load or factored load?

[@metububu]

For the calculations of the Qmax & Qmin, should effective dimensions to be used?

[@HuriyyahAinaa]

Thank you Dr

[@hibariadh9485]

Dr, why do you use c = 0 so far in the examples we need an example there is a value of c, thank u dr for any thing.

[@hamedkabbi915]

thank you sir

[@gnidnoeled786]

Dr. Ahmad, we found out that e = 0.25, it's less than B/6 = 0.33. Thus, we have trapezoidal compressive soil pressure. Why we need to get B' if it's pressure is trapezoidal compression?

[@kamarudinahmadphd7412]

According to Meyerhof, eccentricity reduces the area of the footing to "effective area" to carry load (i.e., allowable load = allowable bearing capacity X effective area) where B is reduced to B'=B-2e

[@gnidnoeled786]

@@kamarudinahmadphd7412 Thanks a lot.

[@algabron4281]

Prof, bagaimana nak tentukan Pad Footing tidak sesuai dan tidak selamat? Berapa minimum Bearing Capasity jika nak gunakan Asas Pad Foting.. terima kasih

[@ajazsayyed8487]

Sir i have seen in some design they provide provide beam only in single footing with the footing dimension they are not joining the beam another footing. Plz clarfy it. I think it's wrong. Plz explain.

[@atiamatloob8953]

If vertical and horizontal load are acting on foundation how we will find bearing capacity plz reply

[@sefaguluzadeh6105]

Hi dr, I have a question;Section properties,B=2.1m L=3m Mxd(design value of moment in x direction)=400 Knm and Nd=900 Kn,when i calculate the e(x) it is smaller than B/6 like 0.44>0.4,in this case why should i change the section?

[@henrychan1989]

What happen if there are e for both direction x and y

[@mubarak6757]

What is the title for that book

[@s.a.m.y3556]

Sy nak tny. If 2 pad footing terlalu rapat dan dipisahkan hanya dengan sekeping formwork saja. Is that possible to proceed without need to combine those 2 pad footing

[@s.a.m.y3556]

@@kamarudinahmadphd7412 whats happened if ade kontraktor y dah proceed (incase low point load and hard soil)

[@samiraljoburi1198]

Hello, can you tell me the name of the author of the book that I presented in the lecture, and thank you very much for the wonderful lectures you give Dr. Qamar Al-Din I am following you from Iraq

[@samiraljoburi1198]

Hello, can you tell me the name of the author of the book that you presented in the lecture, and thank you very much for the wonderful lectures you give Dr. Qamar Al-Din I am following you from Iraq

[@samiraljoburi1198]

Ok thank you Sir

[@alialmortada6552]

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