Kamarudin Ahmad, PhD

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@andrewzzz1799 4 күн бұрын

Thanks u so much teacher

@agilnation 5 күн бұрын

You are excellent!

@haleenyumah4345 12 күн бұрын

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

@haleenyumah4345 12 күн бұрын

Thanks a lot prof.

@AlexOkey-obasi-l3s 20 күн бұрын

That's a good one Prof.

@Af11-03 26 күн бұрын

Alhamdullilah..terima kasih atas ilmunye prof

@sokhengphai506 Ай бұрын

many thanks indeed for very good explanation.

@sokhengphai506 Ай бұрын

very good explanation sir, many thanks indeed.

@bagulakarhikalembu7115 2 ай бұрын

Thank you so much prof

@lwandilembewana5587 2 ай бұрын

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

@engineeringtechnologybd1336 2 ай бұрын

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

@sreypichmeng168 2 ай бұрын

Thank lecturer ❤

@golagha1959 3 ай бұрын

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

@adeyemiifeoluwa5101 3 ай бұрын

So amazing...

@engineeringtechnologybd1336 3 ай бұрын

please make a vedio of soil bearing capacity from spt value

@wadhi 3 ай бұрын

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

@kamarudinahmadphd7412 3 ай бұрын

Ngeh3....boleh saya tahu siapa yang komen ni? Tahun bila masuk kelas saya?

@victorimanueltauho176 4 ай бұрын

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

@gnidnoeled786 4 ай бұрын

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 4 ай бұрын

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 4 ай бұрын

@@kamarudinahmadphd7412 Thanks a lot.

@gnidnoeled786 4 ай бұрын

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?

@kamarudinahmadphd7412 4 ай бұрын

yes use the smaller dimension

@gnidnoeled786 4 ай бұрын

@@kamarudinahmadphd7412 Thanks a lot. 🙏

@gizemkacann 5 ай бұрын

it is really good explanation. many thankss

@gizemkacann 5 ай бұрын

wonderfull explanation. thankk you very much really.

@GizachewGirma-vq2nw 5 ай бұрын

Nice

@onyangoalfred-bu5cq 5 ай бұрын

You are so good!

@diegomaldonado7232 6 ай бұрын

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

@9378034769 6 ай бұрын

Informative and useful video sir

@lauralukelesia3788 8 ай бұрын

Where can we find the book?

@artbydivine 8 ай бұрын

Thanks alot, this was very detailed and easy to understand

@lauralukelesia3788 8 ай бұрын

Thank you

@smilyfacegames6806 8 ай бұрын

saved me from failing 🙏🙏

@popo8110 8 ай бұрын

Thank you so much sir

@alialmortada6552 8 ай бұрын

الله يزوجك

@natiman7700 11 ай бұрын

Wonderful lecture, thank you Dr.

@aminulshahan2821 11 ай бұрын

nice

@mikemay4157 11 ай бұрын

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

@theengineer2020 Жыл бұрын

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

@ahmeddiagne5142 Жыл бұрын

Assalamualaikum shukran a lot

@ahmeddiagne5142 Жыл бұрын

Assalamualaikum Maa shaa ALLAAH Very clear DJAZAAKOUMOU-LLAAHOU KHAYRAN

@user-zv1mt2ut5z Жыл бұрын

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

@blaugranaapulse Жыл бұрын

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

@war_correspondent Жыл бұрын

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

@p.3914 Жыл бұрын

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

@shafrinaatika5073 Жыл бұрын

Thank you sir

@bradonliew5366 Жыл бұрын

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

@carolinamendez1053 Жыл бұрын

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

@BanyaKyiWin Жыл бұрын

thank you.

@user-xc7px9sx4z Жыл бұрын

thank you thank you thank you your a life savior

@dreygeotech1266 Жыл бұрын

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

@vargaskevino.3359 Жыл бұрын

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

@asabaallan4548 Жыл бұрын

Thanks alot so practical

@benjaminmwenda6267 Жыл бұрын

Hello Prof,please do a video on lateral earth pressure.Thank you very much.

Ең жақсы KZbin

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