Lecture 44: Design of Column Splices due to Shear

[@garybrown2039]

I am unsure if you read the comments on these videos , but thank you very much for uploading this. This helps a lot in understanding why we designed this stuff.

[@upaharpoudel8810]

Sir You got Put only 4 bolts in front view of hand made figure, You made me confused for a bit

[@piyushraj7896]

Acha laga sir😊

[@hasanshirazi9535]

@21:09 The dimensions 130mm and 140mm have been mistakenly interchanged.

[@BenkyoWarrior]

nope its alright

[@akshaytapkir6821]

If we required only 6 bolt than why we provide 24 bolt (12 bolt in each face on flange of column)?

[@shimish]

Thank you sir.

[@manishmalav4907]

sir fy=240 bcz grade of bolt 4.6 given

[@comedycutfilms1334]

fy= 240 for bolt yield strength fy=250 for plate or section as given Fe 410.

[@comedycutfilms1334]

fy= 240 for bolt yield strength fy=250 for plate or section as given Fe 410.