Consulta el Manual del Etabs (concr

Consulta el Manual del Etabs (concrete shear Wall design ) nota 1-12, o prueba modelando tus VIGAS con restricciones en los extremos (M=0 ; V=0) de tal modo que solo reciban las cargas gravitacionales de la losa de piso y que estén apoyadas solo en los extremos de los muros de cortante.
Saludos.

Results (English) 1:

Consultation of the Etabs Manual (concrete shear Wall design) Note 1-12, or test modeling your beams with restrictions on the ends (M = 0; V = 0) in such a way that only get gravitational loads of floor slab and that are supported only at the ends of shear walls. Best regards.

Results (English) 2:

Consult your Etabs Manual (concrete shear wall design) Note 1-12 or test your BEAMS modeling with restrictions on the ends (M = 0, V = 0) so that only receive gravitational loads and the floor slab they are supported only at the ends of the shear walls.
Greetings.

Results (English) 3:

Check the manual ETABS (Concrete Shear Wall Design) Note 1 - 12, or Test your Modeling beams with restrictions on the ends (m = 0; v = 0) so that only receive the gravity loads of Slab floor and supported only at the ends of the shear walls.Greetings.