Jun 18, 2008 · The hold back is to assure that undercutting and encroachment of critical areas is avoided. D1.1 does specify the weld size or as specified on drawings for such hold back. this …

(This Preface is not part of ANSI/AISC 360-16, Specification for Structural Steel Buildings, but is included for informational purposes only.) This Specification is based upon past successful …

ANSI/AISC 360 and 341 establish the design requirements for buildings and building- like structures, and this Code sets complementary commercial and technical requirements. For …

Practice for Steel Buildings and Bridges (ANSI/AISC 303-22), hereafter referred to as the Code, provides a useful framework for a common understanding of the acceptable standards when …

May 22, 2014 · Per AISC, fillet weld terminations should be located approximately one weld size from the edge of the connection material to minimize notches. That's what our welders are …

Jan 29, 2020 · I see the hold point clearly in the 341 Seismic provisions, but not in AISC 360, which it appears only calls for inspection of the area post weld, but no 48 hour hold point time. …

Apr 4, 2005 · Look at pg 5-50 section F6 of the green AISC (1989 ASD) Steel Manual. This section addresses the minimum Back/Back channel connection requirements. From your …

Mar 1, 2018 · Isn't the hold back supposed to be at least the weld size based on AWS D1.1? THANKS! For 1: it is 1.75" because there is a 1" offset + 1/4" under-run (tolerance)+ 1/2" weld …

End beam-column moment connections demand careful attention to various factors, from load direction and connection type to compression flange bracing and web buckling checks. By …

AISC specification Section J2.2b provides further discussion on the requirements and limitations for end returns. In statically loaded structures, fillet welds can be stopped short of the end of …