I have a concrete slab supported on a steel beam; the metal deck is attached to a steel beam by 3/4" dia. Puddle weld at 12" O.C.. Can I consider the beam top flange is Continuously braced? Any one knows the answer. Thanks
I have a concrete slab supported on a steel beam; the metal deck is attached to a steel beam by 3/4" dia. Puddle weld at 12" O.C.. Can I consider the beam top flange is Continuously braced? Any one knows the answer. Thanks