Supermarket Roof Collapse in Burnaby, British Columbia, Canada
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VIEW THE REPLYPublication: Journal of Performance of Constructed Facilities
Volume 4, Issue 3
Abstract
Part of the roof of the newly completed supermarket at the Station Square development in Burnaby, British Columbia, Canada, collapsed during the opening day. Framing was steel bar joists and Gerber system beams, and the roof was used as a parking deck. The government of British Columbia established a commissioner inquiry to ascertain the causes and to make recommendations that could prevent similar occurrences. The principal causes of collapse were an undersized beam and inadequate buckling resistance of both the compression flange of the cantilevered beam and the beam column assembly. The procedures that led to the design error are examined in detail. The inquiry made recommendations designed to strengthen the qualifications of engineers offering consulting services to the public, to clarify the lines of responsibility in the construction industry, and to tighten the practices used in design. Technical recommendations are also made with respect to the design of roof systems of the type involved, which were promptly acted upon by the Canadian Institute of Steel Construction.
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References
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Galambos, T. V., ed. (1987). Guide to stability design criteria for metal structures. 4th Ed., John Wiley & Sons, New York, N.Y.
2.
Handbook of steel construction. (1985). Can. Inst. of Steel Constr., Willowdale, Ontario, Canada.
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Quality in the constructed project—a guideline for owners, designers and constructors. (1988). ASCE, New York, N.Y.
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Report of the commissioner inquiry—Station Square development. (1988). Government of British Columbia, Victoria, British Columbia, Canada.
5.
Roof framing with cantilever (Gerber) girders and open web steel joists. (1989). Can. Inst. of Steel Constr., Willowdale, Ontario, Canada, July.
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“Steel structures for buildings—limit states design.” (1984). CAN3‐16.1‐M84, Can. Standards Assoc., Rexdale, Ontario, Canada.
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Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. McGraw‐Hill Publishing Co., New York, N.Y.
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Copyright © 1990 ASCE.
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Published online: Aug 1, 1990
Published in print: Aug 1990
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