Hi
How model the beams section in RC moment resistance frame ? can we use the Mander Law in beams for increasing the core concrete resistance or the Mander Low is for columns (the members with axial compress force) ?
thanks
RC beams
Moderators: silvia, selimgunay, Moderators
Re: RC beams
If your beams have an axial load I would use Mander's equations to define core