Page 230 - Handbook of Structural Steel Connection Design and Details
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Welded Joint Design and Production

                                                   Welded Joint Design and Production  215

                    determine soundness of the weld deposit (for example, fusion, tie-in of
                    weld beads, freedom from slag inclusions). The plate could be nonde-
                    structively tested or, as is more commonly done, cut, polished, and
                    etched. The latter operations allow for examination of penetration pat-
                    terns, bead shapes, and tie-in. Welds that are made with prequalified
                    WPSs that meet the physical dimensional requirements (fillet weld
                    size, maximum reinforcement levels, and surface profile requirements)
                    and are sound (that is, adequate fusion, tie-in, and freedom from exces-
                    sive slag inclusions and porosity) should meet the strength and ductility
                    requirements imposed by the code for welding procedures qualified by
                    test. Weld soundness, however, cannot be automatically assumed just
                    because the WPS is prequalified.

                    3.5.4 Guidelines for preparing
                    prequalified WPSs
                    When developing prequalified WPSs, the starting point is a set of
                    welding parameters appropriate for the general application being con-
                    sidered. Parameters for overhead welding will naturally vary from
                    those required for down-hand welding. The thickness of material
                    involved will dictate electrode sizes and corresponding current levels.
                    The specific filler metals selected will reflect the strength require-
                    ments of the connection. Many other issues must be considered.
                    Depending on the level of familiarity and comfort the contractor has
                    with the particular values selected, welding a mock-up may be appro-
                    priate. Once the parameters that are desired for use in production are
                    established, it is essential to check each of the applicable parameters
                    for compliance with the D1.1-98 code.
                      To assist in this effort, Annex H has been provided in the D1.1-98
                    code. This contains a checklist that identifies prequalified require-
                    ments. If any single parameter deviates from these requirements, the
                    contractor is left with two options: (1) the preliminary procedure can be
                    adjusted to conform with the prequalified constraints or (2) the WPS
                    can be qualified by test. If the preliminary procedure is adjusted, it
                    may be appropriate to reexamine its viability by another mock-up.
                      The next step is to document, in writing, the prequalified WPS val-
                    ues. A sample form is included in Annex E of the code. The fabricator
                    may utilize any convenient format. Also contained in Annex E are a
                    series of examples of completed WPSs that may be used as a pattern.

                    3.5.5 Qualifying welding procedures
                    by test
                    Conducting qualification tests. There are two primary reasons why weld-
                    ing procedures may be qualified by test. First, it may be a contractual




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