Abstract: An analytical method, previously developed and programmed for computer use, is used to carry out an extensive study of the various parameters affecting the local buckling behavior of W shape columns and beams. The effects ...

Abstract: An energy‐based plate buckling formulation is adapted specifically for use in predicting local buckling behavior of W shape members used as columns, beams, and beam‐columns. The method includes the effects of flange and ...

Abstract: A computer‐aided analytical technique, previously verified by comparison with laboratory test results, is used in a study of local buckling behavior of beam‐columns consisting of W‐shapes. The technique accounts for the ...

Abstract: Steel angles acting in tension can be used singly or in pairs. In either case, it is not usually possible to connect both legs. This means that the effectiveness of the member must reflect the shear lag that is present in ...

Abstract: In steel construction, sometimes bolts and welds must be combined in a single joint. Provisions for the design of these combination joints can be found in existing specifications, but the design rules generally have not ...

Abstract: Tension control bolts are a type of alternative design fastener, permitted by the Research Council on Structural Connections. The bolt has a splined end that extends beyond the threaded portion of the bolt and an annular ...