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FEMA 453 Design Guidance for Shelters and Safe Rooms

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Figure 2-29<br />

c concrete moment<br />

frames<br />

Concrete <strong>and</strong> infill masonry shearwall building systems have<br />

floor <strong>and</strong> roof framing that consists of cast-in-place concrete<br />

slabs, concrete beams, one-way joists, two-way waffle joists, or flat<br />

slabs. Floors are supported on concrete columns or bearing walls.<br />

Lateral <strong>for</strong>ces are resisted by cast-in-place concrete shear walls<br />

or infill panels constructed of solid clay brick, concrete block,<br />

or hollow clay tile masonry (see Figures 2-30, 2-31, <strong>and</strong> 2-32). In<br />

older construction, cast-in-place shear walls are lightly rein<strong>for</strong>ced,<br />

but often extend throughout the building. In more recent construction,<br />

shear walls occur in isolated locations <strong>and</strong> are more<br />

heavily rein<strong>for</strong>ced with boundary elements <strong>and</strong> closely spaced ties<br />

2- 8 Structural deSign criteria

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