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Cheong Mun Wah's avatar

How about slab supported by the precast beam without rebar going through precast beam and slab

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Laurin Ernst's avatar

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

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Cheong Mun Wah's avatar

Thank you for your comprehensive sharing.

are the concrete designs using Eurocode ?

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Laurin Ernst's avatar

Hi Cheong,

You are welcome!

Yes, all my concrete designs are according to Eurocode.

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Cheong Mun Wah's avatar

Bravo, many thanks

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