Hartford Civic Center Case Study

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In 1975, the Hartford Civic Center had officially opened in Hartford, Connecticut. With a seating capacity of 12,500 people, this new arena was designed to help revitalize the downtown area. Unfortunately, poor design planning and construction resulted in a structural failure that could have destroyed any hope of revitalizing Hartford.

On the early morning of January 18, 1978, the Hartford Civic Center arena roof completely collapsed under the weight of a heavy snowfall and fell over 80 feet to the arena floor. Had this collapse happened only hours earlier during a basketball game, thousands of innocent people would have either died or suffered serious injury. The design specifications for the roof demonstrated that it should withstand a significant amount of weight caused by snow and ice, yet the roof had collapsed from …show more content…

As the roof frame construction was in process, an inspection agency arrived on-site to evaluate the project. Following inspection, the agency notified the engineers of excessive deflections at several nodes (Martin 2). Despite this information, the project continued without alteration and the completed roof frame was lifted onto the building. During the lifting process, the observed deflection was found to be twice the deflection value calculated using the computer analysis. Nevertheless, the engineers continued with the project, believing that this variation was of little concern. As subcontractors attempted to move forward and install roof panels, it was found that the excessive deflection prevented panels from fitting properly. While a subcontractor notified others of this problem, the project manager felt little concern and simply directed the subcontractors to make adjustments in order to complete installation. Countless red flags were raised throughout this project, yet the engineers dismissed each concern, placing their trust in the initial computer

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