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OVER 75 YEARS OF SERVICE TO THE CONSTRUCTION INDUSTRY

 

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Forensic Engineering/ Failure Investigation/ Collapses

Hartford Coliseum, Hartford, CT

The space truss roof structure of the stadium collapsed under snow and ice loads.  FKC investigated the design and construction of the steel space structure and determined the load carrying capacity of the roof space trusses.  An engineering report with findings, conclusions and recommendations was issued.

 

 L' Ambiance Plaza, Bridgeport, CT

This tragic collapse caused the life of 28 workers. The post-tensioned lift slab structure collapsed during construction.  FKC investigated the post-tension slab system and the superjacks that were used in the slab lifting operations.  An engineering report with findings, conclusions and recommendations was issued.

 

 

 

Benedictine Chapel, Elizabeth, N.J.

The timber trusses that supported the roof of this Chapel collapsed.  FKC was retained to investigate the causes for the collapse, and to develop selective demolition plans and specifications.

 

 

Feesers, Harrisburg, PA

The structural steel pre-engineered structure collapsed under snow and ice loads.  The construction of the structure consisted of "Z" purlins, standing seam metal deck, and structural steel frames.  FKC  was retained to investigate the causes for the collapse and issued an engineering report. 

Queensboro Bridge, New York City, NY

A 16x106-ft metal scaffold platform that was used for the rehabilitation of the Queensboro bridge collapsed and fell into the East River taking the life of one worker.  FKC investigated the structural system of the steel truss platform and the construction loads.  An engineering report with findings, conclusions and recommendations was issued.

 

 

One Meridian Plaza, Philadelphia, PA

A 39-story steel frame office building suffered an extensive fire  damage.  Ten stories in the upper half of the structure became unstable.  FKC performed condition surveys, tested and evaluated the strength of the building frame and components.  Based on the results of the strength evaluation, FKC designed temporary shoring and bracing for the compromised structure, and designed several alternates for the repairs.