How to design double angle connections ( Cleat Connections)

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[@emmadavies7434]

Great vid as always SeCalcs 👌
I have been trying to get my head around this for a while however your vid has simplified it and explained it thoroughly. 🙃

[@Structure-Dubai]

thank you for this master piece.. waiting for more complex connections analysis and design.

[@jamesmca3326]

Very precise and informative.

[@everleighlewis3809]

Thank you very much for your time and efforts. 👍👍

[@sakthicivilg9855]

Thank you so much, because your video's are very helpful for me

[@rozh900]

Your tutorials are great keep up the good work :) Plz upload more foundation tutorials especially underpinning, retaining walls, and more complex ones Thks

[@adamsparrow3828]

Excellent

[@Murad29315]

Sir,
first of all thank your for this tutorial ..
but I have a question...
for 8.8 bolt grade = Bolt tensile strength (Fub) = 800N/mm2 , not 1000N/mm2
isn't it ?
Regards.

[@genieyas5186]

hello
i think there was a mistake, bolts subject to moment are bolts connecting cleats to clomns and not bolts connecting cleats to beam web, because for those bolts the shear force is aligned with bolts (distance = 0)
pls confirm me this because i m trubled

[@Engr.Jzar1]

Hi! Pls. post a video about steel beam to RC column rigid connection design.

[@marcofernandes7622]

Any chance of a bored pretty retaining wall design? Say for a basement?

[@ratheeshkumar9228]

Bearing strength of bolt grade 8.8 = 1000 N/mm^2 how is it calculate