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Can Your Metal Roof System Handle the Load?

May 15, 2002

Metal Roof Systems (MRS) construction has been gaining in
popularity because it’s relatively inexpensive, flexible, and can be
easily assembled. Metal Roof Systems are designed as systems;
they work well when all design elements are provided. FM
Global has found, however, that the design of some MRS — particularly
older ones — may not be adequate for potential snow
loading, even though the design appeared to have met all specifications
and standards at the time of construction. As a result,
the performance of some MRS may be unpredictable in maximum
snow load conditions.
To increase awareness of MRS design problems, FM Global
has been working very closely over the past few years with the
Metal Building Manufacturers’ Association (MBMA) and the
American Iron and Steel Institute (AISI). As a result, there are
standards in place that provide clearer and more reliable design
criteria for MRS construction.
Snow and Ice Can Cause Collapse
The two main MRS are the standing-seam and lap-seam
(through-fastened) systems.
Standing-seam systems use concealed clip fasteners to attach
the metal roof panels to the building purlins. The fasteners are
primarily one-piece, fixed-type, or two-piece, sliding-type clips.
While this method of attachment can reduce leakage, in some
cases it provides less lateral support to the roof purlin during
loading from snow, ice, and freezing rain.
Lap-seam roofs use screw fasteners that penetrate the metal
panel and attach directly to the steel purlins. When the panels
are in good condition, this method provides lateral stability to
the roof purlins through solid mechanical connections; however,
lap-seam roofs are generally not suitable for larger buildings.
Both of these systems are composed of metal roof panels that
transfer the applied loads to the structural frames. During a winter
storm, snow or ice will begin to accumulate on the roofs.
Snow, which can be uniform or drift into piles, can occur at elevation
differences or on the leeward side of the building. As
snow or ice accumulates, a downward force is applied to the roof
panel. In a standing-seam MRS, this force is transferred through
the concealed clip to the roof purlin. As the weight of the snow
increases, the purlin tends to rotate toward the peak of the roof.
Without adequate support, the purlin can rotate from the original
orientation until its structural integrity is compromised. This
is called purlin “rollover,” and can cause the purlin to buckle and
collapse, thus beginning a domino effect that results in the collapse
of a large portion of the building. In fact, there have been
several documented cases of an entire building collapsing in as
little as 10 seconds!
Some collapses occur because the weight of the snow that
fell and, in come cases, drifted on the roof, exceeds the design
loads for the primary building supports. Another major cause is
failure of purlins that support the roof panels. These types of
failures may have resulted from snow loads that were actually
lighter than the design load. Inadequate bracing or lateral support
of the purlins is a major cause of the failure of these structural
members. Adequate purlin bracing could have helped to
p revent it.
Point Bracing Required
Those who have not addressed MRS construction should not
wait any longer. Contact the building manufacturer or a structural
engineer to evaluate the building according to AISI’s
Specification for the Design of Cold-Formed Steel Structural Members, which
was published in 1996. This specification requires the design of
standing-seam roof systems to utilize discrete point bracing or to
26 • Interface May 2002
By Richard Davis
Concealed clip fasteners attach the metal roof panels to the
building purlins.
May 2002 Interface • 27
be quantified according to a “base test.” This test, well defined
by AISI, is used to quantify the lateral support of the purlin provided
by the standing seam MRS.
Where there is a deficiency, develop a customized energy
response plan for snow removal at the facility. Have the necessary
equipment and supplies needed to carry out the plan, monitor
weather conditions, and implement the plan early, before snow
becomes too deep for safe removal. n
Page 27
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Richard Davis is senior engineering technical specialist
with FM Global. This article is reprinted, with permission,
from the Fourth quarter 2001 Record – The Magazine of
Property Conservation, published by Factory Mutual.
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Tampa in 2003!