Shear Tab Connection : Problems

Watch this video to learn about shear connection :
Beam to Column connection and
Beam to Beam connection.
Also what are the problems arises in Beam to Beam connection and how to deal with that.
Shear Connection and Moment Connection
• Shear Connection vs Mo...

[@singhbrajesh89]

Excellent Excellent Excellent.......0 divided by 0.Very nicely explained.Kindly clear doubt through a video why providing1/2 depth stiffner don't cause crippling in bottom part.Actually it is susectible to crippling in bottom part also which is unsupported.

[@TonmoyMaity]

Bottom part is actually under tension.. though we neglect it

[@nirnayshanoo]

Please visualise block shear failure how tension and shear both develops and where ..

[@TonmoyMaity]

Ok

[@ungalnanban2627]

Sir, can you please explain how to analyse plates if load is perpendicular to the axis of plate.

[@TonmoyMaity]

Ok

[@arbaz28]

Sir do you have any paid course on steel structure which deals with real life structure

[@TonmoyMaity]

No 🙏

[@nirnayshanoo]

Please tell double cover double butt joint me why consider only half number of bolts and the mirror image is not used in analysis

[@anirbanroy4787]

What if the primary and secondary beams are connected by angle plates with both ends being welded instead only one end welded while other bolted

[@TonmoyMaity]

No issue..it will work ..but if you have ever witnessed any Steel construction, you know that at high, it is very difficult to weld something that is why at the ground we weld one end and at high we only boltt it

[@moviessongs8277]

Thanks

[@moviessongs8277]

Sir loved
Your explanation
....
Wish
To
Learn more
About
Steel structure....

[@TonmoyMaity]

Sure