Your assignment is to prepare and submit a paper on the kansas city hyatt regency walkways collapse. The design was changed from one rod to a two-rod classification to shorten the assembly process, which doubled the load on the connector. This flaw was the ultimate course of structural failure (Stagers, Baumann, and Hakim, 2008). The evidence used at the Hearings had a number of implications for the principles involved. a number of engineers lost their licenses, and some firms went bankrupt due to the expensive legal suits. The incident thus served as a perfect example of the significance of meeting professional obligations, and the penalty for the professionals who underscores it.
After a year of operation, about 1,600 people gathered in the atrium to watch or participate in a dance competition. The walkways were an ideal spot for great viewing angles, so about 40 people were collected on the one on the second floor, and another 20 on the one on the fourth floor. Apparently, the bearing load (the dead weight of the people on these floors) had exceeded the bearing capacity of the walkways. the fourth floor collapsed on the second one, making both fall on the ground floor (Ratay, 2009). About 111 people died instantly, and another three later during medication.
The proceedings and uncertain communications between G.C.E engineers and Havens led to a change in design from a single to a double hanger rod box beam linkage for the fourth-floor walkways. This change was requested by the fabricator to prevent threading the complete rod. The change was effected, and the contract’s Shop Drawing 30 and Erection E-3 were also changed.
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A few days later, 42 new shop drawings were sent to G.C.E., which included the revised drawings. Ten days later, the pictures were returned to Havens, complete with the stamp of Gillum’s Engineering review seal that further authorized the construction. The fabricator had used the guidelines from the American Institute of Steel Construction (AISC) standards, for the original .design of the steel-to-steel links by steel manufacturers.
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