column splice
column splice
(OP)
when column splice plate is long enough to hit
beam moment connection end plate..
and unavoidably become 1 long plate..
how does one design this?
any reference sample for this?
beam moment connection end plate..
and unavoidably become 1 long plate..
how does one design this?
any reference sample for this?






RE: column splice
RE: column splice
am more interested with how to design the plate and bolt..
RE: column splice