Lutfi:
I have already contacted SMI and I have their excel spreadsheet for non-composite castellated beams. SMI only addresses simple span conditions. I on the other hand have a non simple span condition (cantilever or 2 span or more). I have already looked at Blodgett's example and it only...
Does anyone know where I can find information on justifying a castellated beam capacity in a non-simple span condition? I have to be able to justify some castellated beams that are used in continous span conditions. They have been modified by adding end plates and are bolted together. I...
