Page 226 - Handbook of Structural Steel Connection Design and Details
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Welded Joint Design and Production

                                                   Welded Joint Design and Production  211

                    weld type. All welds are required to deliver a certain yield and/or
                    tensile strength, although the exact level required is a function of the
                    connection design. Not all welds are required to deliver minimum
                    specified levels of notch toughness. Acceptable levels of undercut and
                    porosity are a function of the type of loading applied to the weld.
                    Determination of the most efficient means by which these conditions
                    can be met cannot be left to the welders, but should be determined by
                    knowledgeable welding technicians and engineers who create written
                    welding procedure specifications and communicate those require-
                    ments to welders by the means of these documents. The WPS is the
                    primary tool that is used to communicate to the welder, supervisor,
                    and inspector how a specific weld is to be made. The suitability of a
                    weld made by a skilled welder in conformance with the requirements
                    of a WPS can only be as good as the WPS itself. The proper selection
                    of procedure variable values must be achieved in order to have a WPS
                    appropriate for the application. This is the job of the welding expert
                    who generates or writes the WPS. The welder is generally expected to
                    be able to follow the WPS, although the welder may not know how or
                    why each particular variable was selected. Welders are expected to
                    ensure welding is performed in accordance with the WPS. Inspectors
                    do not develop WPSs, but should ensure that they are available and
                    are followed.
                      The D1.1-98 Structural Welding Code—Steel requires written weld-
                    ing procedures for all fabrication performed. The inspector is obligated
                    to review the WPSs and to make certain that production welding
                    parameters conform to the requirements of the code. These WPSs are
                    required to be written, regardless of whether they are prequalified or
                    qualified by test. Each fabricator or erector is responsible for the
                    development of WPSs. Confusion on this issue apparently still exists
                    since there continue to be reports of fabrication being performed in
                    the absence of written welding procedure specifications. One preva-
                    lent misconception is that if the actual parameters under which weld-
                    ing will be performed meet all the conditions for “prequalified” status,
                    written WPSs are not required. This is not true; according to the code,
                    the requirement is clear.
                      The WPS is a communication tool, and it is the primary means of
                    communication to all the parties involved regarding how the welding
                    is to be performed. It must therefore be readily available to foremen,
                    inspectors, and the welders.
                      The code is not prescriptive in its requirements regarding availabili-
                    ty and distribution of WPSs. Some shop fabricators have issued each
                    welder employed in their organization with a set of welding proce-
                    dures that are typically retained in the welder’s locker or tool box.
                    Others have listed WPS parameters on shop drawings. Some company




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