วีดีโอ

there's no code here. Just physics. Continuous spans have negative moments near de columns and positive moments in the center of the span. So you make the splices where the moment is at its minimum. In columns is preferable to make splices in the middle to avoid some problems of ductility in the nodes. In cantilevers, there is just negative moment, so it's the same idea. I need to say that high ductility members have some special requirements, so you cannot make splices near de nodes, because you need to make sure that the failure mechanism is to form hinges first on beams. ACI 318 have this requirements.

instablaster

Hi Under Construction, can you please answer this question, thank you.

Both beam and column detail presented on the video is not for SMRF

Welcome Engr!

Maraming salamat po!

Thanks bro!

Maraming salamat idol kayo din po. Matapos na sana ang Pandemic virus para makapag trabaho na tayo ulit. Keep safe idol

Thanks for watching!