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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.

Thanks u so much teacher

You are excellent!

Prof. you are one of best professors I have ever come across. Thanks a lot

Thanks a lot prof.

That's a good one Prof.

Alhamdullilah..terima kasih atas ilmunye prof

many thanks indeed for very good explanation.

very good explanation sir, many thanks indeed.

Thank you so much prof

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

thanks a lot for giving us such as a calculation.....

Thank lecturer ❤

Dr. Ahamd, who is author of the yellow textbook? you? I tried searching fo rit online and could not find it.

So amazing...

please make a vedio of soil bearing capacity from spt value

terima kasih tuan.. 20 tahun dulu benak betul nk faham Dr ajor..banyak main kat kelas..huhuhu..

excuseme sir, my qation, how if distance x=3 and y=5? thank you sir🙏

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?

Dr. Ahmad, to determine if it's shallow or deep footing, the ratio is Df/B. What if the footing is rectangular, is B the smaller dimension to use?

it is really good explanation. many thankss

wonderfull explanation. thankk you very much really.

Nice

You are so good!

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

Informative and useful video sir

Where can we find the book?

Thanks alot, this was very detailed and easy to understand

Thank you

saved me from failing 🙏🙏

Thank you so much sir

الله يزوجك

Wonderful lecture, thank you Dr.

nice

You know what, I'm subscribing, cristal clear❤🎉

Very good video! I came across this video when I was studying for my PE exam. Thanks for the video!

Assalamualaikum shukran a lot

Assalamualaikum Maa shaa ALLAAH Very clear DJAZAAKOUMOU-LLAAHOU KHAYRAN

I like this video, Please may i have a sample of that book please?

what about l the same concept but with vertical loading and moment to find the minimum B

Crystal clear to understand sir. Terima kasih dan semoga Allah membalas jasa Dr mencurah ilmu kepada anak bangsa.

Qb = 9*130*Pi/4 = 919 KN I believe there is an error when you multiply Qb.

Thank you sir

Thank you for your education and dedication Dr, we are lucky to be your last batch student before your retirement. ❤

Can you please clarify if the unit weight for sand (17 kn/m3) is dry? Thanks

thank you.

thank you thank you thank you your a life savior

Please, I'm confused in the area of the SPT value ( 400 × N × Ab ). The pile is not included, sir

why you use c instead of c' in the formula for square footing?

Thanks alot so practical