anchoring tension reinforcement (beam to beam)
anchoring tension reinforcement (beam to beam)
(OP)
Hi,
What is the best way to properly anchor rebars in situations like this - when you have beam to beam connection (beam are partly integrated with RC slab).
OPTIONS:
1) since i have pretty big rebars in diameter and they are pretty close together i dont think its a good idea to bend them upwards into beam 2 as shown in first picture,
2) i was thinking about welding another rebar at the end of tension reinforcement - rebars or maybe even a steel plate?
Tnx for help


What is the best way to properly anchor rebars in situations like this - when you have beam to beam connection (beam are partly integrated with RC slab).
OPTIONS:
1) since i have pretty big rebars in diameter and they are pretty close together i dont think its a good idea to bend them upwards into beam 2 as shown in first picture,
2) i was thinking about welding another rebar at the end of tension reinforcement - rebars or maybe even a steel plate?
Tnx for help








RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
RE: anchoring tension reinforcement (beam to beam)
Either way there is either a small moment or zero at the connection and with 25mm bars into a 250 wide supporting beam, I would have a hook at the end of the beam2 bars to provide adequate development for those bars where they are needed close to the beam1 connection.
I would provide a hook at the end of half of the bars are each end, so no bar has a double hook.