Horizontal Diaphragms
Building Behavior Model
The following figure and description is provided as a review of the basic behavior of a simple
shear wall building in response to a lateral load. Refer to the numbered elements on the figure,
while reading the following:
- The transverse applied lateral load is carried to the roof and foundation by the wall which is assumed here to
be a vertically spanning element.
- The roof and foundation support the vertically spanning wall, and consequently pick up the developed horizontal
reactions.
- At the roof level, these wall reactions in turn load the roof system, in the plane of the roof. This horizontal
element is known as the diaphragm.
- The diaphragm resists the in-plane loads by acting as a large horizontal beam spanning
between the supporting end walls
that are known as shear walls.
- Properly designed shear walls will then resist the applied diaphragm reaction and transfer the shear load
and possible overturning moment to the foundation.
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