CHAPTER 6. WELDED CONNECTIONS 6.1 INTRODUCTORY …
In weld design problems it is advantageous to work with strength per unit length of the weld or base metal. 6.2.1 Limitations on weld dimensions (See AISC Spec. J2.2b on page 16.1-54 of manual) Minimum size (amin) - function of the thickness of the thickest connected plate - given in Table J2.4 of the AISC specifications Maximum size (amax) 5