Shear Tab Connection : Problems

[@moviessongs8277]

Thanks

[@moviessongs8277]

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

[@TonmoyMaity]

Sure

[@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

[@ungalnanban2627]

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

[@TonmoyMaity]

Ok

[@nirnayshanoo]

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

[@TonmoyMaity]

Ok

[@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

[@arbaz28]

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

[@TonmoyMaity]

No 🙏

[@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