Lincoln Electric D1.8 manual Techniques

D1.8 Seismic Supplement Welding Manual

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For FCAW-G and FCAW-S electrodes used to make Demand Critical welds, exposure of the filler metal after it has been removed from protective packaging is required to be controlled. In the absence of test data indicating otherwise, exposure is limited to 72 hours. Tests can be performed in accordance with Annex E of D1.8, permitting this exposure time to be extended. Overexposed electrodes may be dried in accordance with the electrode manufacturer’s recommendations. See D1.8, clause 6.4. Extended exposure information for Lincoln Electric products is shown on the documents contained in Appendix A of this manual.

Techniques

All tack welds made under D1.8 are required to be made with the preheat as listed in the WPS. Tack welding on members in the protected zone is restricted, generally being prohibited except when made in certain locations, such as within the joint. Specific provisions apply to the removal of improperly placed tack welds. See D1.8, clause 6.6 and 6.16.

Minimum lengths for weld tabs have been imposed by D1.8. Where practicable, weld tabs are to be at least the thickness of the part, but no less than 1 inch. However, they need not exceed 2 inches in length. Tack welds that attach weld tabs in the protected zone must be made within the joint. See D1.8, clause 6.10.

The sequence of depositing the half length weld beads associated with making Demand Critical welds in beam bottom flange-to-column flange welds, where the welds are made through a weld access hole, is detailed. Welds should not be started or stopped directly under the web, and each layer must be completed on both sides of the beam web before a new layer can be started. Finally, weld starts and stops are to be staggered, layer to layer, on opposite sides of the beam web. See D1.8, clause 6.14.

Contractors must establish and implement an identification system by which the welder welding on each joint can be identified. See D1.8, clause 6.13.

The protected zone is the region within the structural member in which plastic hinging is expected to occur during seismic events. In order to facilitate this inelastic deformation (instead of initiating fracture), the protected zone must be kept free of notches and gouges, as well as miscellaneous attachments that may impede the desired behavior of the member. With the exception of arc spot welds used to hold steel decking in place, unauthorized welds and attachments should not be made in the protected zone. This would include, but not be limited to, welded studs, erection aids, and attachments for non-structural members (such as sprinkler system supports). See D1.8, clause 6.15.

If unauthorized welds are inadvertently added to the protected zone, D1.8 provides techniques to be used when corrective measures are mandated. Magnetic particle inspection (MT) of these repaired regions is typically required. See D1.8, clause 6.15.

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