Break components of load acting on shear wall into perpendicular and
parallel loads.
for flexible diaphragm, load acts on wall by tributary area.
look at ACI 530 for out-of-plane loads, and in-plane shear wall loads
and analyze by the appropriate equations.
2007/4/20, Aldo Gonzales <allmin02@yahoo.es>:
> I'm working on a project with Masonry skewed shear
> walls and flexible diaphragm. Can someone help me with
> some example from some book, references to papers, or
> let me know how should I analyze it? I would
> appreciate any comments. Thanks.
>
>
>
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