I'm kinda confused regarding the elasticity that should be specified to a dummy material. In verified answer posts in the community it is advised to have a dummy material with a high modulus of elasticity and other advise low E.
communities.bentley.com/.../how-to-apply-wall-load-where-the-wall-is-not-supported-by-beam-element
...or are attributes of a dummy material used for application of walls different than that for wind different than that for links at beams with multilevel slabs?