carnahanad
Structural
- Feb 4, 2010
- 44
Hello,
I'm diving deep into braced frame connection design. I'm trying to calculate my radius of gyration for a gusset plate. I know the d/sqrt(12) equation for rectangular members, I'm just not sure what to use for "d". Would it be my Whitmore length? would it be the actual length of plate connected to the beam? Would it be the longest length perpendicular to the brace within the beam? I'm pretty sure that my geometry is small enough that I'll be less than 25 per J4.4 but I want to make sure and I want to know for larger connections later.
Thanks for the help!
I'm diving deep into braced frame connection design. I'm trying to calculate my radius of gyration for a gusset plate. I know the d/sqrt(12) equation for rectangular members, I'm just not sure what to use for "d". Would it be my Whitmore length? would it be the actual length of plate connected to the beam? Would it be the longest length perpendicular to the brace within the beam? I'm pretty sure that my geometry is small enough that I'll be less than 25 per J4.4 but I want to make sure and I want to know for larger connections later.
Thanks for the help!