Notch Tough Steel for Cold and Dynamic Applications
…G40.20-13/G40.21-13 Grade 350 WT Category 2 seems to have been specified. (Category 2 corresponds to 27J at -20°C, whereas you have actually stated 20J, which is a slightly lesser requirement….
…G40.20-13/G40.21-13 Grade 350 WT Category 2 seems to have been specified. (Category 2 corresponds to 27J at -20°C, whereas you have actually stated 20J, which is a slightly lesser requirement….
…on AISC committees like the AISC Task Committee on Research where I was involved in overseeing research at more than a dozen universities around the U.S. and Canada. This experience,…
…American Institute of Steel Construction, Chicago, IL. AWS. 2015. “Structural welding code – Steel”, ANSI/AWS D1.1/D1.1M:2015, 23rd. ed., American Welding Society, Miami, FL. Packer, J.A. and Henderson, J.E. 1997. “Hollow…
…sizes on jobs including connection design and steel fabrication. Some of his career highlights include the Egger Steel Company, LeJeune Steel Company, Van Sickle Allen & Associates, Ericksen Roed &…
…I get one? How has California changed the BCC thresholds? Isn’t all steel the same? What are the environmental impacts of producing steel? Wasn’t recycled content good enough? What additional…
…conforms to the American National Standard for Pipe Threads, General Purpose (Inch), ANSI / ASME B1.20.1. The taper of threads is 3/4 inch per foot (1 in 16). Threads are…
…is which methods are allowed by the electrical code. The National Electrical Code® (NEC®), or NFPA 70, is a regionally adoptable standard for the installation of electrical wiring and equipment…
…the interior of the tube open to the water. Secondly, AWS D1.1 Figure 3.5 (AISC 13th Edition Manual Table 8-2) limits you to a 30 degree minimum heel angle (ϒ)….
…the effect of the corner radii. Of course, for the 45°-rotated section the cross-sectional area (A) and radius of gyration (r) also remain the same as for the un-rotated section….
…of Windsor, Windsor, Canada. [2] Packer, J.A. and Henderson, J.E. 1977. “Hollow Structural Section Connection and Trusses – A Design Guide”, 2nd Edition, Canadian Institute of Steel Construction, Toronto, Canada….