A buckling-restrained Wildcat brace single module connects to a wide-flange beam using a strand plate assembly and half-inch stiffener plates or full-depth connection plates on each side of the web typically welded on three sides with five-sixteenths fillet welds. Erection angles sized L4x4x5/16 or L4x3x1/4 feature slotted holes for optional two-bolt connections using three-quarter-inch or half-inch diameter erection bolts per erector preference. Detailed views show specific leg dimensions and slot configurations for erection angles used in strand connections.
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