Streetcar
Veteran Member
Hyatt failure was fabrication change.. original design was balcony supported by three story threaded rod with anchor at roof. Fabricator requested and received approval to have rod only continuous from floor to floor. The floors were not strong enough to support floor below and the floor failed. Engineer lost his license, hundreds died ,and millions paid out in damages. Fabricator did not have to pay damages as he had approval to change design.Lots of people think they know how things work - but really don't. A number of years ago I read a lengthy piece in a farming publication my FIL subscribed to. There was a big story on building collapses during a larger snowstorm. Most were caused by owners doing mods to their buildings after the buildings were completed by the contractors.
One of the main problems was making attachments to the bottom chords of trusses for walls or stall dividers. Some were homebrew "supports" that owners added. When solid attachments were made, it changed the dynamics of the stresses and didn't allow for the truss to flex as it should. The "support" created a failure point.
They had pictures of good and bad connections. The bad ones created a solid connection between the floor and the truss. The good connections were made solid to the floor and went past the bottom of the truss, going through a guide so the truss could slide up or down.
IIRC, the Hyatt tragedy was caused by the failure of the anchors. Someone decided the ceiling rod supports were unsightly and eliminated some?
other comments are spot on
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