@LauraGana
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We got 9,8. Comments: Q2.Allowable deflection has 2 limits (L/180; 20mm). L/180 is stricter. Q3. In the partial connection method, Ncf = 991kN (not 948kN from previous Qs), leading to Lsf = 9.9m. No direct impact on Mrd resistances.
He publicado nuevos apuntes de 2º Estructuras Mixtas y Compuestas: MixedStructuresSteelConcrete.pdf
I got 9,7. Comments: on the drawing: transversal ties in the wall's web are needed, confined boundary element should be longer. Tube-in-tube is not an optimal solutions for 20 storeys, coupled walls better