Draft Report on Cowboys Facility Collapse Released for Comment

Article ID: 557082

Released: 6-Oct-2009 8:00 PM EDT

Source Newsroom: National Institute of Standards and Technology (NIST)

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  • Credit: NIST

    Buckling of the steel frame of the Dallas Cowboys practice facility is seen in the upper left of the photograph (marked by arrow).

  • Credit: NIST

    Overall view of the collapsed Dallas Cowboys practice facility after the fabric covering was removed.

  • Credit: NIST

    Diagram of the likely collapse sequence for the Cowboys practice faciliity.

Newswise — A fabric-covered, steel frame practice facility owned by the National Football League’s Dallas Cowboys collapsed under wind loads significantly less than those required under applicable design standards, according to a report released on October 6 for public comment by the Commerce Department's National Institute of Standards and Technology (NIST).

Located in Irving, Texas, the facility collapsed on May 2, 2009, during a severe thunderstorm. Twelve people were injured, one seriously.

Based on the national standards for determining loads and for designing structural steel buildings, NIST researchers studying the Cowboys facility found that the May 2 wind load demands on the building’s framework—a series of identical, rib-like steel frames supporting a tensioned fabric covering—were greater than the capacity of the frame to resist those loads.

Assumptions and approaches used in the design of the Cowboys facility led to the differences between the values originally calculated for the wind load demand and structural frame capacity compared to those derived by the NIST researchers. For instance, the NIST researchers included internal wind pressure due to the presence of vents and multiple doors in their wind load calculations because they classified the building as "partially enclosed" rather than "fully enclosed" as stated in the design documents. The NIST researchers also determined that the building’s fabric could not be relied upon to provide lateral bracing (additional perpendicular support) to the frames in contrast to what was stated in the design documents and that the expected wind resistance of the structure did not account for bending effects in some members of the frame.

"Our investigation found that the facility collapsed under a wind load that a building of this type would be expected to withstand," said study leader John Gross. "As a result of our findings, NIST is recommending that fabric-covered steel frame structures be evaluated to ensure the adequate performance of the structural framing system under design wind loads."

The NIST report recommends that such evaluations determine whether or not: (1) the fabric covering provides lateral bracing for structural frames considering its potential for tearing; (2) the building should be considered partially enclosed or fully enclosed based on the openings that may be present around the building’s perimeter; and (3) the failure of one or a few frame members may propagate, leading to a partial or total collapse of the structure.

Shortly after the Cowboys facility’s collapse, NIST sent a reconnaissance team of three structural engineers to assess the failed structure and wind damage in the surrounding area, and collect relevant data such as plans, specifications and design calculations. Using the data acquired during the reconnaissance, the NIST study team developed a computer model of a typical structural frame used in the practice facility and then studied the frame’s ability to resist forces under two wind conditions: the wind loads based on the design standard wind speed of 90 miles per hour and the actual wind loads based on conditions at the time of the collapse.

NIST worked with the National Oceanic and Atmospheric Administration’s (NOAA) National Severe Storms Laboratory to estimate the wind conditions at the time of collapse. The researchers determined that, at the time of collapse, the wind was blowing predominantly from west to east, perpendicular to the long side of the building. Maximum wind speed gusts at the time of collapse were estimated to be in the range of 55 to 65 miles per hour—well below the design wind speed of 90 miles per hour in the national standard for wind loads. The center of a microburst (a small, intense downdraft which results in a localized area of strong winds) associated with the May 2 thunderstorm was located about one mile southwest of the structure at the time of collapse.

According to the NIST and NOAA researchers, the wind field in the vicinity of the Cowboys facility at the time of collapse was consistent with design standards and not unusual.

Based on their study of the wind conditions at the time of collapse and the structural response, the NIST researchers determined the following likely collapse sequence:

* Buckling of the inner chord (inner side of the roof truss) of a frame in a section of the roof on the east side resulted in the formation of a kink in the frame.

* Failures of the east and west "knees" (connections between the side walls and the roof) allowed the frame to sway eastward with the wind.

* Compressive failure of the east side at the roof’s highest point (ridge) led to fractures of the nearby inner and outer chords in the vicinity of the ridge.

* A progression of frame failures throughout the structure resulted in total structural collapse.

The draft report is available online at www.bfrl.nist.gov/investigations/investigations.htm.

NIST welcomes comments on the draft report and recommendation. Comments must be received by noon Eastern Standard Time on Nov. 6, 2009. Comments may be submitted in writing via e-mail to structuralsafety@nist.gov; fax to (301) 869-6275; or surface mail to the attention of Stephen Cauffman, NIST, 100 Bureau Dr., Stop 8611, Gaithersburg, Md. 20899-8611.

Once the final report is published, NIST will brief and provide technical support on the recommendation to the American Society of Civil Engineers (ASCE) committee currently developing a building standard specifically for tensioned fabric structures. NIST also will brief the appropriate committee of the International Code Council (ICC) on the study’s recommendation for use in improving provisions in ICC’s model building code.

NIST has more than 30 years of experience conducting building and fire safety studies and researching the aftermath of disasters and failures. By understanding the technical causes for such incidents and then making that information available to the public, NIST scientists and engineers strive to improve safety of buildings, their occupants and emergency responders.

As a non-regulatory agency of the U.S. Department of Commerce, NIST promotes U.S. innovation and industrial competitiveness by advancing measurement science, standards and technology in ways that enhance economic security and improve our quality of life.


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