4. Slab participation and force transfer between slab and column
This paragraph, which addresses both semi-continuous and continuous framing, returns to the concept of participating slab width (introduced in § 1.2 of article
[C 2561]
), placed in the context of portal frames. Virtually all the expressions of beam and connection moments of resistance and of beam geometric moments of inertia in this article and in
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Slab participation and force transfer between slab and column