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.
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.
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.
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.
Jazakalla so useful 🇱🇰
M35 How to Calculate Quantity of Cement Sand and Aggregate?
Waalai kumus slam
Great Work 👍
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?
What app are you using, please?
thank you very much sir......
have learnt wat i was looking for to domy final year project
Thank you sir
That's fantastic
Which code brother
thanks for your video
8:27 That should be 11.968, not 11.76
Thanks,very helpful
can i get PDF regarding this spec
so good
bien hecho
very helpful for my final exam
can you explain me sir
hi, can I get this file
በርታ
Plz .....Can u shear this file.if agreed I will send my email address
hi
goo
8:44 That should be 41.072, not 41.21
8:42 That should be 23.12, not 23.19