Ethical Case Study Post-Mortem Report?

697 Words2 Pages

Amine Elhafsi
504040226
5/15/2014
Ethical Case Study Post-Mortem Report
On Friday, July 17, 1981, the Hyatt Regency Kansas City in Kansas City, Missouri hosted a dance party, which was held in the hotel’s atrium lobby. One of the atrium lobby’s defining features was the presence of elevated walkways that were suspended from the ceiling. About 1,600 people attended the event, mostly occupying the lobby floor; however many guests were either standing or dancing on the suspended walkways as well. Tragically, at approximately 7:05 P.M. a loud crack was heard as two of the walkways collapsed onto the lobby floor below killing 114 people and injuring 216 more. Investigations following this event revealed that the walkways were not designed in a way that was structurally sound, rendering them prone to catastrophic failure. In order to make efforts to avoid such tragedies in the future, it is necessary to evaluate the engineers whose work led to the collapse of the walkways. A consideration of their ethical behavior through the framework of virtue ethics may provide insight into what virtues engineers, and aspiring engineering students, must possess so that their work is done properly with the safety of the general public in mind. To this end, it is useful to first provide some background information on the structure of the suspended walkways and to pinpoint the specific cause of their collapse.
Planning and designing of the Hyatt Regency Kansas City had started in early 1976. When the initial concept for the hotel had emerged later that year, the construction was designed to consist of a 35-story guest room tower and a four-story function block, separated by the atrium (Chronology Article). The hotel tower and function block were meant...

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...rine Whitbeck, Source 11).

Figure 1: Schematic of walkway suspension designs

The failure tragically occurred on the night of the dance party, with the added weight of all of the partygoers proving too much for the supporting bolts to handle. At 7:05 P.M. one of the upper walkway’s supporting bolts failed causing the rest of the connections to break and “unzip” (Chronology). The upper walkway crashed onto the lower walkway causing both to fall onto the lobby floor below. Numerous key factors are often cited as having left the construction project vulnerable to such fatal design flaws.
The chain of command for the Hyatt construction was a.
In the aftermath of the collapse of the walkways, investigations revealed that a breakdown in communication between Jack D. Gillum and Associates and Havens Steels Company was largely responsible for the fatal design flaw.

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