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><strong>Joist</strong> <strong>Girders</strong>1004.6 END ANCHORAGE(b) <strong>Steel</strong>Ends of <strong>Joist</strong> <strong>Girders</strong> resting on steel supports shall beattached thereto with a minimum of two 1/4 inch (6 millmeters)fillet welds 2 inches (51 millmeters) long, or with two 3/4 inch(19 millimeters) ASTM – A307 bolts, or the equivalent. In steelframes, bearing seats <strong>for</strong> <strong>Joist</strong> <strong>Girders</strong> shall be fabricated toallow <strong>for</strong> field bolting.(c) UpliftWhere uplift <strong>for</strong>ces are a design consideration, roof <strong>Joist</strong><strong>Girders</strong> shall be anchored to resist such <strong>for</strong>ces (Refer toSection 1004.9 Uplift).<strong>SEAoT</strong> State Conference November 6-8, 2008 Houston TX <strong>SEAoT</strong> - 66
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