@@rahmanrahmani2896 you are right Mike's videos are good if you already know and just want to revise the course. Or if you are an experienced engineer. This is good for students I reckon.
There is miscalculation for shear resistance value. Actual value is 46.3 kN. Since Vrdc value is less than Vmin value, therefore you need to compare the Vmin value with Ved.
Salam Ir. Penerangan yang mantap...
Excellent work and thank you !
Pls I need a video about the reliability based code calibration of the eurocode 2 design criteria of reinforced concrete flat slab
please add more videos. your video is very helpful
Sir, What's the reference to the formulars of design shear resistance?
Eurocode or BS?
can you please, explain the method of designing the beam according to Eurocode 2 .
Watch Mike Bather structure design u Tubes videos which cover beam, column and slab. They are excellent. Rahman
Bayan Kawamleh link for beam design according to EC2 ruclips.net/video/iSOKk0g-eHo/видео.html
@@rahmanrahmani2896 you are right Mike's videos are good if you already know and just want to revise the course. Or if you are an experienced engineer. This is good for students I reckon.
good video
Hello sir, every thing clear, thanks , but just provides (how get ?) Tqvm sir
thanks for recap
i Can't get the right answer for the shear resistance value. Could you please explain where you get 94.9 kN?
There is miscalculation for shear resistance value. Actual value is 46.3 kN. Since Vrdc value is less than Vmin value, therefore you need to compare the Vmin value with Ved.
good video but i think the voice could be louder . thanks
Hello sir, I have small doubt in the play time 14:58. can you explain how to get the As, provide value 262 mm^2/m.
Hello,, same my question.
Hi, really appreciate your work. Just wanted to know where we use yeild line method? and which way is more accurate? Thankx in advance.
Ygug🎉😊vu
why are you usind bs8110 while you are using ec2
SAME QUESTION HERE
one way slab please