Wind Design Considerations for Steel Joists and Joist Girders - SEAoT
Wind Design Considerations for Steel Joists and Joist Girders - SEAoT
Wind Design Considerations for Steel Joists and Joist Girders - SEAoT
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2005 SJI St<strong>and</strong>ard Specification <strong>for</strong>Open Web <strong>Steel</strong> <strong><strong>Joist</strong>s</strong>, K-Series5.6 END ANCHORAGE(b) <strong>Steel</strong>Ends of K-Series <strong><strong>Joist</strong>s</strong> resting on steel supports shall beattached thereto with a minimum of two 1/8 inch (3 millmeters)fillet welds 1 inch (25 millmeters) long, or with two 1/2 inch (13millimeters) ASTM – A307 bolts, or the equivalent. When K-Series <strong><strong>Joist</strong>s</strong> are used to provide lateral stability to thesupporting member, the final connection shall be made bywelding or as designated by the specifying professional.(c) UpliftWhere uplift <strong>for</strong>ces are a design consideration, roof joistsshall be anchored to resist such <strong>for</strong>ces (Refer to Section 5.11Uplift).<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 64
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