A structural framing elevation shows a W18x40 wide-flange beam connecting to vertical steel columns with a buckling-restrained brace designated as BRB-T9 102-103 L2. Design forces of ninety kips are indicated at the beam-brace intersections. A detail callout bubble references sheet S4.87 detail 13.
W18x40 (22) BRB-T9 102-103 L2 90k 90k S4.87 13 W18x40 (22) BRB-T9 102-103 L2 90k 90k S4.87 13
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