⚠️ Dear sir, thank you for your effort for making such a great video. Unfortunatly there is a mistake in the mass source part. Dead load cannot be added because you already checked the option (element self mass). You should ether uncheck it or not include dead load. The software gave you the warning ⚠️ too. Kindly check time (17:46)
Thank you so much for the video brother. Very well explained Some questions: 1. Does Etabs perform both static and dynamic analysis? 2. If yes, what if I have to do only static analysis? Please let me know
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⚠️ Dear sir, thank you for your effort for making such a great video. Unfortunatly there is a mistake in the mass source part. Dead load cannot be added because you already checked the option (element self mass). You should ether uncheck it or not include dead load. The software gave you the warning ⚠️ too. Kindly check time (17:46)
We will update soon
complete understanding sir thank you
You are most welcome
Thank you so much for the video brother. Very well explained
Some questions:
1. Does Etabs perform both static and dynamic analysis?
2. If yes, what if I have to do only static analysis?
Please let me know
You dont go with the dynamic analysis
So by default static analysis performed
👍🏻
Wind analysis kon kon se methods se kr sakte hain?
Static main konsi aur dyanamic main kon si methods?
Ping us at whatsapp for more details
thnx for explaining
My pleasure
sir, can you mention the clause and code for Torsion constant of beam and column as 0.01
Sure
Pl mention sir
This voice is for who?
For Civil engineer
Nikunj sondagar