NeilL286
Structural
- Jun 24, 2013
- 15
I plan to reinforce a girder beam (there is another beam framing into it at midspan) due to our codes not enclosing the concept of 45 degree compression struts in beam-girder joints and lack of internal hanger stirrups requirements I mentioned in the another thread.
I will use a 12x12 I-beam and metal plates attached to the columns with expansion bolts. I need to know if someone has implemented such design before. Please suggest tips and tell what you encountered along the way. The columns can handle the loads and additional shear from the shorter column effect.
I will use a 12x12 I-beam and metal plates attached to the columns with expansion bolts. I need to know if someone has implemented such design before. Please suggest tips and tell what you encountered along the way. The columns can handle the loads and additional shear from the shorter column effect.