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.
Jazakalla so useful 🇱🇰
M35 How to Calculate Quantity of Cement Sand and Aggregate?
Hi, nak tanya, kalau nak lukis lengkung baru tu, mmg kena lukis dekat bawah lengkung sedia ada ke? Atau atas pun boleh?
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.
What app are you using, please?
How do I design m15 .. looks like water content will always be o.5 keeping the cement content the same
Which code brother
Waalai kumus slam
Great Work 👍
can i get PDF regarding this spec
have learnt wat i was looking for to domy final year project
can you explain me sir
hi, can I get this file
thank you very much sir......
thanks for your video
very helpful for my final exam
That's fantastic
Thank you sir
Thanks,very helpful
8:27 That should be 11.968, not 11.76
bien hecho
so good
በርታ
hi
Plz .....Can u shear this file.if agreed I will send my email address
goo
8:44 That should be 41.072, not 41.21
8:42 That should be 23.12, not 23.19