1.A horizontal component of a braced frame is shown in Figure P12.5. It is bent about the strong axis. Is the member adequate? Use A992 steel. 2. The member of the A572 steel section shown in Figure P12.6 is used as a beam column in a braced frame. It has restrained ends. Is the member adequate? 3. A W12 _74 section of A572 steel is part of a braced frame. It is subjected to service, dead, live, and seismic loads, as shown in Figure P12.7. The bending is along the strong axis. It has pinned ends. Is the section satisfactory?
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