Chapter 20 Why the WTC Collapsed Flashcards
what type of collapse was the WTC?
pancake
How was the construction of the WTC towers different from other high-rise buildings built before it?
Twin towers used radically different design. It had exterior load bearing walls (tubular in design), and floors free of any interior columns except at the core area. 21, 10ft apart
What is the most notable change in modern high-rise construction in this country
the trend to use more steel and shaped lightweight steel into tubes curves and angles to increase its load bearing capacity
unprotected steel works, sags, beings, and collapses when heated to the normal higher temperature of about
1100-1200 (WTC chapter) p273
1000-1100 (the rest of the book) p143-145
what is the best fire resistant building in America, they limit and confined fires best and suffer fewer collapse
reinforced concrete structure, examples are pre-World War II buildings such as the Empire State building
was a ratio of concrete to steel in the Empire State building
60:40, WTC 40:60
what has led to the reduction of the safety factor
computer aided design, computers allow engineers to reduce the mass of the structure with more accuracy, the structure is built exactly to the specifications of the code… no extra safety factor
was the progression of the removal of concrete from high-rise construction
- concrete was eliminated from the stone exterior wall, replaced with glass curtain wall
- concrete floors were reduced to 2-3 inches of concrete poured on corrugated steel sheets
- masonry enclosure for stairs and elevators, replaced by several layers of sheet rock
- masonry smoke proof tower was eliminated
- the solids to being was replaced by the steel truss
- concrete brick encasement of steel columns and girders replaced by lightweight fire retardant spray on foam
how do performance code differ from specification code
specification code states specific type of material used to protect the structural steel and enclose fire stairways and elevator shafts… while performance code to state the hour of fire resistance required
the problems with spray on foam protection
- failure to prepare the steel for spray on coding adhesion
- uneven application of the spray on retardant
- variation of spray on material during manufacture makes it ineffective
- lack of thoroughness in covering steel during application
- failure to replace spray a material dislodged by other trades people
- HVAC can blow off fire retardant
what are the 15 requirements that Dunn thinks should be required of all high-rise buildings
- evacuation drills, to know emergency evacuation time
- exit and stairway width, should have sufficient capacity to allow evacuation within time limit of the floors fire resistance rating
- steel columns, girders, and floor beams should be encased in concrete
- limit use of lightweight bar joist floor truss
- use smoke proof stairways
- stair and elevator shaft to be enclosed in concrete
- phase 3 elevator, for access to upper floors
- better insulation of electrical wiring in elevators
- limit the ducts of HVAC, to only service 1-2 floors
- prohibit tube frame, structural framework as used WTC
- greater thickness of concrete floors
- zero tolerance for non-sprinkler high-rise buildings
- antenna installed in high-rise, enhance FFer com
- federal/ port authority buildings voluntarily comply with fire code
- pre-fire plan for our high-rise
what is the goal of fire resistive construction?
any fire to be confined to one floor, by an explosion or collapse that would destroy part of the compartmentalization…. this is clearly not the case therefore the term fire resistive construction is meaningless
why does “passive fire resistive” no longer exists
the HVAC system, ducts, shafts, poke throughs penetrate fire resistive floors walls and ceilings.. HVAC being the biggest problem
what is the problem with standard of fire resistance rating
their century-old and based on small samples exposed to fires… before plastics
what is the weak link in the construction of fire resistive high-rise buildings
floors, floor supports must be tested in large-scale fires simulating complete burnout of the floor