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Fire in Parmelee Avenue School, Los Angeles, lasting little over hour, destroyed practically all combustibles in two rooms; two-story structure is of post-tensioned lift-slab type, with slabs of 4000-psi light weight concrete; second-floor slab is 9 1/2 in. thick in room areas and roof slab 10 in. thick at midwidth and 8 1/2 in. at outer walls; prestressing tendons run both transversely and longitudinally; it was determined that, although temperatures approached 2000°, prestressed roof slab was not seriously damaged and structural integrity of building was not affected.
Fire in Parmelee Avenue School, Los Angeles, lasting little over hour, destroyed practically all combustibles in two rooms; two-story structure is of post-tensioned lift-slab type, with slabs of 4000-psi light weight concrete; second-floor slab is 9 1/2 in. thick in room areas and roof slab 10 in. thick at midwidth and 8 1/2 in. at outer walls; prestressing tendons run both transversely and longitudinally; it was determined that, although temperatures approached 2000°, prestressed roof slab was not seriously damaged and structural integrity of building was not affected.
Prestressed lift slabs withstand fire
Civ Eng (NY)
Troxell, G.E. (author)
1965
3 pages
Article (Journal)
English
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