Beam with stiffener connected to column
An example of a rigid connection with a rolled I-section beam connected to a column flange using bolted endplate, stiffened with welded hollow section HSS profile member. This atypical moment frame connection is analyzed in the IDEA StatiCa Connection app.
Searching for more connections like this one?
Get inspired by more than 400,000 designs in the Connection Library – the world's largest database of steel connections.