Once again Thank you very much sir,❤️for providing All the necessary information .from my side A small request sir can you please make a video on stadd output file and convert the values as per the site requirements.
Sir, I have increased beam and column size and change beam weight in RSA also for Gx, Gy and Gz direction, Still it is showing section fail while designing, WHY???
Once again Thank you very much sir,❤️for providing All the necessary information .from my side A small request sir can you please make a video on stadd output file and convert the values as per the site requirements.
As soon as possible
Great teacher
Thank you! 😃
bhai apne kis university institute se engineering ki h
Thank you Sir keep going 🥰🙏
Always welcome
Hi bro very thanks bro
Welcome
Hello sir can you show the Corner column design in etabs and staad pro that is eccentric column
Yes i do a comparison video on it
Can you provide staircase and lift for this building and column dimensions
Bro one help bro please provide the manual calculation video its help full for my projects bro
ok or else see in my website
Hi sir please provide the website link sir
Sir, I have increased beam and column size and change beam weight in RSA also for Gx, Gy and Gz direction, Still it is showing section fail while designing, WHY???
Same problem here
Tysm sir👍
Most welcome
Sir minimum ast required for column is 0.8% but staad provide less
yes instead of that values we have increase Ast
How to make design sheet
sir please make telegram group
thank you
Very soon
This Design is wrong and not there as per the plan
I was taken as per the plan please check once
Kya hain yeh...kuch bhi...??