Episode #2 of the monthly video series.
How about slab supported by the precast beam without rebar going through precast beam and slab
Then you can also move the critical section from the support with the distance of the at least the effective height. There‘s no difference in terms of shear for in-situ and precast beams
Thank you for your comprehensive sharing.
are the concrete designs using Eurocode ?
Hi Cheong,
You are welcome!
Yes, all my concrete designs are according to Eurocode.
Bravo, many thanks
How about slab supported by the precast beam without rebar going through precast beam and slab
Then you can also move the critical section from the support with the distance of the at least the effective height. There‘s no difference in terms of shear for in-situ and precast beams
Thank you for your comprehensive sharing.
are the concrete designs using Eurocode ?
Hi Cheong,
You are welcome!
Yes, all my concrete designs are according to Eurocode.
Bravo, many thanks