Ch 16 - Building Materials & Structural Collapse Flashcards
Steel compromising temperature
570°F
May only support 40% of intended load after flashover temps
Plaster and lath instead of drywall
Pre-1950 buildings
Type I collapse
Unlikely to collapse. Contents burn, not the structure. Small localized collapses possible
Type II collapse
Unprotected steel structural members will expand when heated and contract when cooled, causing floors and walls to collapse
Type III collapse
Exterior masonry walls may collapse in one piece or crumble
Type IV collapse
Least likely to collapse. Heavy Timbers resistant to heat failure. Exterior masonry walls may collapse
Type V collapse
Interior collapses, not usually outward exterior collapses. Lightweight trusses and engineered floor systems
Factors contributing to collapse
-construction type
-building condition
-length of fire exposure
-stage of fire
-building contents/fire load
Collapse zone distance
1.5 times building height
Indicators of structural collapse
-roof sagging/spongy
-Fire involvement of trusses or engineered structural members
-floors sagging
-noises from structural movement
-falling ceiling tiles
-little water runoff from building (holding water weight)
-cracks in exterior walls
-deteriorated mortar
-excessive weight of building contents