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2188.8.131.52 Analysis Submittals
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This section has been amended at the state or city level.
AISC 341, Section F2.5b. is modified to add a new requirement as follows:
Section F2.5b(4) - The use of rectangular HSS are not permitted for bracing members, unless filled solid with cement grout having a minimum compressive strength of 3000 psi (20.7 MPa) at 28 days. The effects of composite action in the filled composite brace shall be considered in the sectional properties of the system where it results in the more severe loading condition or detailing.
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