Why Seated Connection is NOT Moment Connection ?
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- Опубликовано: 7 сен 2024
- Watch this video to learn about :
What is seated connection
Why Seated Connection is used
What are the design aspect of seated connection etc .
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/ @tonmoymaity
Very well explained..
you have an amaizing videos, well explained and very practical.
can i ask why in the seated connection the cleat angle can't act as moment connection? i saw the video but if in design the bolts/welds in the cleat to manage with the tention force (of course also stiffner in the column) what is the concerns in that matter?
in the seated angle it's only compression so it's not a major problem to deal with those force/
Sir
Can You please make a videos regarding "why we are using only angle for cleat and seat" can't we use other than angel
and also please make a video about push and pull its confusing
Generally we know that bottom flange will under go tension and top compression
Suscribed 'cause I AM very gratefull of your teachings straight forward.
Thank you for your support
Well explained sir, best regards from germany
Thanks and welcome
Sir voice is low , But explanisation is Awsome
Sorry for that
Thank u so much sir
So nice of you
Thanks a lot sir for this video ♥️ perfectly explained 👌
Sir could you please make one video on base plate shear key design philosophy ???
When to take single plate ,cross plate shear key ???
Will try
sir please we want complete design of( G+1 or Ground floor only )
please i wanna to be steel structure designer.
Great
excellent
Many many thanks
Hi sir, can please explain why shear force and bending moment diagram are important in steel design with an example most requested video please make it. And how can we relate bending moment and shear force in a structure.
Sure I will
@@TonmoyMaity thank you waiting for the video 🙏🏻
Sir please take online class for connection design
Thank you sir...
Most welcome
Nice
Thanks
sir can i have your mail for communication
tonmoymaity93@gmail.com
Thankyou sir