Szubert80
Structural
- Dec 11, 2013
- 19
Hi,
I`m wondering if there is any rule of thumb for beam to column simple connection design (let say using single angle clip) when there is no reactions specified on the drawing?
I have heard that I can take half of Vr of the beam and use it as reaction but I`m not very comfortable with that. Can you share some thoughts on that please?
Thanks
I`m wondering if there is any rule of thumb for beam to column simple connection design (let say using single angle clip) when there is no reactions specified on the drawing?
I have heard that I can take half of Vr of the beam and use it as reaction but I`m not very comfortable with that. Can you share some thoughts on that please?
Thanks