美国钢结构设计手册 DESIGN OF BUILDING MEMBERS.pdfVIP

SECTION 7 DESIGN OF BUILDING MEMBERS Ali A. K. Haris, P.E. President, Haris Engineering, Inc. Overland Park, Kansas Steel members in building structures can be part of the floor framing system to carry gravity loads, the vertical framing system, the lateral framing system to provide lateral stability to the building and resist lateral loads, or two or more of these systems. Floor members are normally called joists, purlins, beams, or girders. Roof members are also known as rafters. Purlins, which support floors, roofs, and decks, are relatively close in spacing. Beams are floor members supporting the floor deck. Girders are steel members spanning between col- umns and usually supporting other beams. Transfer girders are members that support columns and transfer loads to other columns. The primary stresses in joists, purlins, beams, and girders are due to flexural moments and shear forces. Vertical members supporting floors in buildings are designated columns. The most com- mon steel shapes used for columns are wide-flange sections, pipes, and tubes. Columns are subject to axial compression and also often to bending moments. Slenderness in columns is a concern that must be addressed in the design. Lateral framing systems may consist of the floor girders and columns that support the gravity floor loads but with rigid connections. These enable the flexural members to serve the dual function of supporting floor loads and resisting lateral loads. Columns, in this case, are subject to combined axial loads and moments. The lateral framing system a