Shear Tab Connection : Problems

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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...

Опубликовано:

22 сен 2024

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Комментарии : 14

@singhbrajesh89 2 года назад

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 2 года назад

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

@nirnayshanoo 2 года назад

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

@nirnayshanoo 2 года назад

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

@TonmoyMaity 2 года назад

@ungalnanban2627 2 года назад

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

@TonmoyMaity 2 года назад

@anirbanroy4787 2 года назад

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 2 года назад

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