Wind Loads for Temporary Structures
Temporary structures can be an enigma for structural engineers. ASCE 7 does not directly address temporary structures, so engineers are left to their own judgment to determine the appropriate wind load provisions to use.
In the March 2025 SEU session, Emily Guglielmo, PE, SE, from Martin/Martin, presented Refining Wind Load Approaches for Non-building Structures. Emily reviewed the applicability of ASCE 7 wind load provisions for rooftop equipment, screenwalls, PV panels, signs and canopies, and other non-building structures. She also addressed ways to approach wind loads on structures not explicitly addressed in ASCE 7 such as trellises, tall parapets, and balcony rails. Emily presented rational analysis strategies to address gaps in code provisions for non-building structures and industry best practices.
Emily noted that, in the past, there was no nationally recognized standard that addresses wind load provisions for temporary structures. More recently, a proposal was initiated through IBC to use ASCE 37 Design Loads on Structures during Construction which includes minimum design loads on buildings and other structures during construction. ASCE 37 does allow for a reduction in wind loads. However, this was strongly discouraged by SEI within the committee meeting for two reasons. First, there is an implied risk while on a construction site which does not exist in public venues which are typically housed in temporary structures such as tents with platforms and bleachers. Second, these temporary structures typically travel and are used countless times over the span of many years. This extended life of the structure, although only used in short, temporary circumstances, increases the chance of high speed wind loads on the structure. Thus, SEI put together a group of experts who studied and issued guidelines which are now included in the body of IBC 2024 and will be included in a future Chapter 35 of ASCE 7-28. Check out these new guidelines in IBC 2024 until they become part of ASCE 7 the next time you have a temporary structure to design.
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