FEMA 453 Design Guidance for Shelters and Safe Rooms
FEMA 453 Design Guidance for Shelters and Safe Rooms
FEMA 453 Design Guidance for Shelters and Safe Rooms
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Figure.2-16.. Spray-on.elastomer.coating.................................... 2-40<br />
Figure.2-17.. Geotextile.debris.catch.system............................... 2-40<br />
Figure.2-18.. Stiffened.wall.panels............................................... 2-42<br />
Figure.2-19.. Metal.stud.blast.wall................................................ 2-43<br />
Figure.2-20.. Steel.jacket.retrofit.detail....................................... 2-44<br />
Figure.2-21.. W1.wood.light.frame..3,000.square.feet............ 2-48<br />
Figure.2-23.. W2.wood.commercial.buildings............................ 2-49<br />
Figure.2-24.. S1.steel.moment.frames......................................... 2-51<br />
Figure.2-25.. S2.steel.braced.frames............................................ 2-52<br />
Figure.2-26.. S3.steel.light.frames................................................ 2-53<br />
Figure.2-27.. S4.steel.frames.with.concrete.shearwalls............... 2-55<br />
Figure.2-28.. S5.steel.frames.with.infill.masonry.walls............... 2-56<br />
Figure.2-29.. C1.concrete.moment.frames................................. 2-58<br />
Figure.2-30.. C2.concrete.shearwalls.–.type.1.bearing.walls....... 2-59<br />
Figure.2.-31.. C2.concrete.shearwalls.–.type.2.gravity..<br />
frames...................................................................... 2-60<br />
Figure.2-32.. C3.concrete.frames.with.infill.masonry..<br />
shearwalls................................................................ 2-61<br />
Figure.2-33.. PC1.tilt-up.concrete.shearwalls.............................. 2-63<br />
Figure.2-34.. PC2.precast.concrete.frames.<strong>and</strong>.shearwalls........ 2-64<br />
Figure.2-35.. RM1.rein<strong>for</strong>ced.masonry.walls.with.flexible..<br />
diaphragms............................................................. 2-66<br />
Figure.2-36.. RM2.rein<strong>for</strong>ced.masonry.walls.with.stiff..<br />
diaphragms............................................................. 2-67<br />
Figure.2-37.. URM.load-bearing.walls......................................... 2-68<br />
Figure.2-38.. Schematic.of.tie.<strong>for</strong>ces.in.a.frame.structure......... 2-72<br />
xviii table of contents
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