X4vier
Civil/Environmental
- Feb 24, 2018
- 158
Is it possible to combine AISC 358 Endplate prequalified connection with RBS?
Usually SMF are controlled by deflection and shape required are so strong that D/C ratios below 0.2.
There is any hint on codes than indicated that I can reduce the beam (RBS) to use a smaller but still properly designed connection?
Usually SMF are controlled by deflection and shape required are so strong that D/C ratios below 0.2.
There is any hint on codes than indicated that I can reduce the beam (RBS) to use a smaller but still properly designed connection?
