I have an example building consist of 7-story with 3 types of shear wall (P2, P3, and P4). I apply the same amount of lateral force each floor (1000 kN) using ETABS with rigid diaphragm floor. The slab/floor is defined as shell with automatic mesh. The lateral force ordinate is in the center of...
Hello. I want to ask about the theory of encased steel beam in concrete. I have an I wide flange steel (dimension 588x300x12x20) encased in a concrete beam (600x950mm). I have a screenshot of the section below.
If I want calculate the moment capacity:
1. Do I have to consider the...