Code Requirements


Carefully Evaluate "Code Requirements"
Practical Ideas for the Design Professional by Duane K. Miller, Sc.D., P.E.
 

Codes, specifications, and contract documents provide fabrication requirements that must be maintained when applied to welded construction. However, some provisions are perceived as "requirements" when they are not applicable, or when alternatives are permitted. Under these conditions, it is prudent to carefully evaluate such "requirements" and, when appropriate, consider alternatives that may provide fabrications of equal or better quality, and at reduced cost.

Consider, for example, the requirements as they relate to Complete Joint Penetration (CJP) groove welds made in accordance with the American Welding Society Structural Welding Code – Steel (AWS D1.1:2000). A review of the prequalified joint details in AWS D1.1, Figure 2 reveals that all CJP groove welds (with one exception which will be discussed below) utilize either single-sided joints with steel backing, or double-sided joints that involve back gouging (see Figures 1 and 2). Either option is permitted, and when properly made, both should result in a weld throat that is equivalent to the thickness of the thinner base metal joint.

Codes: Carefully Evaluate "Code Requirements"

Fig. 1 Single-sided CJP weld with steel backing.

 

Codes: Carefully Evaluate "Code Requirements"

Fig. 2 Back-gouged double-sided CJP weld. 


 
The single exception to this is the B-L1-S detail (see Figure 3), which is limited to a maximum thickness of 3/8 in (10 mm). This detail relies on the penetration of the submerged arc welding process to achieve a CJP groove weld.

Codes: Carefully Evaluate "Code Requirements"

Fig. 3 Prequalified AWS D1.1 joint detail B-L1-S (used with permission of the American Welding Society). 

 
It would be easy to conclude that AWS D1.1 requires either (a) steel backing for one-sided joints, or (b) double-sided joints that use back gouging. However, this conclusion would be incorrect, and a careful evaluation of code “requirements” with respect to this criterion will reveal that the code permits alternatives.

The key principle that provides understanding in this particular instance is the difference between prequalified Welding Procedure Specifications (WPSs) and those that are qualified by test. In order for a WPS to be prequalified, it must comply with all the criteria of Chapter 3 in the AWS D1.1 Structural Welding Code. However, it is also possible to qualify WPSs by test in conformance with AWS D1.1, Chapter 4 - Qualification. Such qualification testing could thereby permit the use of other materials for backing, including ceramic, glass tape, copper and iron powder (see AWS D1.1, Section 5.10).

Qualification testing could similarly permit the use of double-sided joints without back gouging. This is specifically addressed in AWS D1.1, Table 4.5 – "PQR Essential Variable Changes Requiring Requalification for SMAW, SAW, GMAW, FCAW, and GTAW," Item 35. This provision states that "the omission, but not inclusion, of backing or back gouging" would require qualification of the WPS.


Case Study
For many years, a fabricator had made CJP groove welds in T-joints for offshore applications, using double-sided joints with back gouging, consistent with the prequalified AWS D1.1 joint detail TC-U5-GF (see Figure 4). Rather than incorrectly assuming that back gouging of two sided CJP groove welds was a "requirement," this fabricator took advantage of the D1.1 Code alternative which permitted WPS qualification without the use of back gouging.

Codes: Carefully Evaluate "Code Requirements"

Fig. 4 Pulsed GMAW root passes on 3 in. (75 mm) thick members.


The alternative approach replaced the back gouging operation with a unique root pass procedure that ensured a CJP groove weld. The overall joint was a tee, composed of two 3 in (75 mm) steel members, and was prepared with a double bevel groove preparation, using a 50 degree included angle, no root opening and no root face. Two pulsed GMAW arcs, operating from opposite sides of the web, simultaneously made the root passes. Longitudinal spacing for the opposed arcs was approximately 1/2 in (12 mm). Figure 4 shows the root passes, with complete penetration. Figure 5 shows the completed joint that was filled with pulsed GMAW as well.

Codes: Carefully Evaluate "Code Requirements"

Fig. 5 CJP groove weld completed by pulsed GMAW without back gouging

Such techniques necessitated WPS qualification testing, but the potential cost savings greatly outweighed the expense of the WPS qualification testing.


Conclusions

Reevaluation of "requirements" such as backing or back gouging for AWS D1.1 CJP groove welds may permit the use of cost-effective alternatives. Once a WPS is qualified, it then may be submitted to the Engineer for approval, consistent with AWS D1.1, Section 4.1.1.

In other situations, Code provisions can be waived and alternatives permitted when approved by the Engineer. For example, AWS D1.1, Section 6.8 permits the Engineer to use alternative criteria for specific applications. Approving alternatives should not be casually approached, and the Engineer is encouraged to rely upon prior experienced engineering judgment, in addition to analytical or experimental data. However, alternatives can be approved in this manner, permitting viable alternatives.

In the preceding case study, the cost savings achieved were impressive. Equally important, overall quality is expected to be enhanced since reliance is made upon a system that includes careful control of the welding procedures for the root pass, rather than on back gouging operations that are inherently subject to variations in operator skill. As is frequently the case, this cost-saving effort also improved quality.