3.3 If the end of a fillet weld is located on the closure edge of a section, a length of approximately 200 mm should be left unwelded at that section for the time being; this section should be welded only upon closure, as shown in Figure 4(c). b) After tack welding the longitudinal girders, web plates and inner bottom plate flat assemblies

3.3 If the end of a fillet weld is located on the closure edge of a section, a length of approximately 200 mm should be left unwelded at that section for the time being; this section should be welded only upon closure, as shown in Figure 4(c). b) After tack welding the longitudinal girders, web plates and inner bottom plate flat assemblies

3.3 If the end of a fillet weld is located on the closure edge of a section, a length of approximately 200 mm should be left unwelded at that section for the time being; this section should be welded only upon closure, as shown in Figure 4(c). b) After tack welding the longitudinal girders, web plates and inner bottom plate flat assemblies