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Well done
Thanks
This is great, thanks
Glad, its helpful
Thank
Thanks, Good video !! Could you check the Area of Steel p and p'? they shall be the required As, req rather than As,pro.
You are right based on the code definition of p and p'
Whats the use of the first two steps since you didnt use both rho and the k factor? aren't they used in shear check?
They are both use in step 3.
the table you show in step 3, basic span-depth ratio value are only assume the C30 concrete. May I understand that the basic span-depth ratio shall be calculated based on EC2- Expression 7.16?
Well done
Thanks
This is great, thanks
Glad, its helpful
Thank
Thanks, Good video !! Could you check the Area of Steel p and p'? they shall be the required As, req rather than As,pro.
You are right based on the code definition of p and p'
Whats the use of the first two steps since you didnt use both rho and the k factor? aren't they used in shear check?
They are both use in step 3.
the table you show in step 3, basic span-depth ratio value are only assume the C30 concrete. May I understand that the basic span-depth ratio shall be calculated based on EC2- Expression 7.16?