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#AWS D1 1 2010 PDF PDF#
For material equal to or greater than I in for any length of weld. (7) Undercut (A) For material less than I in thick, undercut shall not exceed 1/32 in, with the following exception: undercut shall not exceed 1116 in for any accumulated length up to 2 in in any 12 in. On web-to-flange welds on girders, underrun shall be prohibited at the ends for a length equal to twice the width of the flange. (6) Undersized Welds The size of a fillet weld in any continuous weld may be less than the specified nominal size (L) without correction by the following amounts (U): U, L, allowable decrease from L, in specified nominal weld size, in :: 3/16 :: 1/16 :: 3/32 1/4 :: l/8 ::::5/16 In all cases, the undersize portion of the weld shall not exceed 10% of the weld length. Acceptance criteria for ASTM A 514, A 517, and A 709 Grade 100 and 100 W steels shall be based on visual inspection performed not less than 48 hours after completion of the weld.
(5) Time oflnspection Visual inspection of welds in all steels may begin immediately after the completed welds have cooled to ambient temperature. (4) Weld Profiles Weld profiles shall be in conformance with 5.24. (3) Crater Cross Section All craters shall be filled to provide the specified weld size, except for the ends of intermittent fillet welds outside of their effective length.
(2) Weld/Base-Metal Fusion Complete fusion shall exist between adjacent layers of weld metal and between weld metal and base metal.
#AWS D1 1 2010 PDF CRACK#
(1) Crack Prohibition Any crack shall be unacceptable, regardless of size or location. Table 6.1 Visual Inspection Acceptance Criteria (see 6.9) Statically Cyclically Loaded Loaded Tubular Non tubular Nontubular Connections Connections Connections (All Loads)ĭiscontinuity Category and Inspection Criteria