Jazakhallahu khair sir, I got the basic knowledge and I tried it today after listen to your video. It was clear

Thank you and WELL DONE Mr Khairy. This step by step explanation is very helpful for "new babies" to DOE method. It will be good to also see similar video but for SCC and for concrete with superplasticiser.

Thanks,very helpful

That's fantastic

thanks for your video

Jazakalla so useful 🇱🇰

thank you very much sir......

Thank you sir

so good

Thank you, Mr Mohamad KHAIRY, Great Video, but I have a notice...per trial mix of 0.0034 m c intead of 0.034 m c ,becuase 0.15*0.15*0.15 =0.0034 m cubic.

Waalai kumus slam Great Work 👍

bien hecho

have learnt wat i was looking for to domy final year project

How do I design m15 .. looks like water content will always be o.5 keeping the cement content the same

Hi, nak tanya, kalau nak lukis lengkung baru tu, mmg kena lukis dekat bawah lengkung sedia ada ke? Atau atas pun boleh?

M35 How to Calculate Quantity of Cement Sand and Aggregate?

What app are you using, please?

በርታ

very helpful for my final exam

can i get PDF regarding this spec

hi, can I get this file

Which code brother

can you explain me sir

8:27 That should be 11.968, not 11.76

hi

8:44 That should be 41.072, not 41.21

Plz .....Can u shear this file.if agreed I will send my email address

goo

8:42 That should be 23.12, not 23.19