nelson® d6l a706 weld studs - nelson fastener systems flye… · · 2017-03-01• stud-weldable...
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Nelson® D6L A706 Weld Studspatent pending
Our latest innovation in concrete anchorage and reinforcement,the patent-pending D6L deformed bar stud anchor. It is a fullystud-weldable concrete anchor without the need for pre-heat orspecialized welding equipment and accessories.
The D6L A706 meets all the requirements of:• ASTM A706 - Standard Speci�cation for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement - Grade 60 deformed concrete reinforcement• ACI 318 - Earthquake-Resistant Structures• Seismic Design Requirements for Ductile Steel Reinforcing Elements• Stud-weldable in accordance with the requirements AWS D1.1 / D1.1M Structural Welding Code - Steel Clause 7 Stud Welding
D6L A706 APPLICATIONS• Precast concrete grade crossings • Seismic management• Concrete connections where ductility is key • Bridge & building construction• Thread, Bent and Straight Bar stud uses
BENEFITS OF STUD WELDING• Automatic machine-controlled welds• Full penetration welds• FASTER production than traditional welding• Bridge & building construction• Built-in quality monitoring when using Nelson’s “Nelweld” software
Nelson Part #102-065-001102-065-002102-065-003102-065-004102-065-005102-065-006102-065-007102-065-008102-065-009
Size½ x 36 3/16½ x 24 3/16½ x 18 3/16½ x 12 3/165⁄8 x 30 3/165⁄8 x 30 3/165⁄8 x 30 3/16¾ x 36 ¼¾ x 30 ¼
Nelson® Stud Welding
© 2017, Nelson Stud Welding A Nelson Fastener Systems Company
7900 W. Ridge Rd. • Elyria, OH 44035 USA • PH: +1 (440)-329-0400 or 1-800-Nelweld • Fax: +1-(440) 329-0526 • www.NelsonStud.comUSA • Canada • Mexico • Germany • China • France • Italy • UK • India
A706 / A706M - 15
Deformed Bar Designation Numbers, Nominals Weights (Masses), and Nominal Dimensions
Bar Designation Normal Weight, lb/ft(Nominal Mass, kg/m)
Nominal Dimensions*
Diameter,in. (mm)
Cross-Sectional Areain.2 (mm2)
Perimeter,in. (mm)
4 (13) 0.668 (0.994) 0.500 (12.7) 0.20 (129) 1.571 (39.9)5 (16) 1.043 (1.552) 0.625 (15.9) 0.31 (199) 1.963 (49.9)6 (19) 1.502 (2.235) 0.750 (19.1) 0.44 (284) 2.356 (59.8)
*The nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same weight (mass) per foot (metre) as the deformed bar.
Tensile Requirements
Grade 60 (420)
Tensile strength, min, psi (MPa) 80 000 (550)*Yeild strength, min, psi (MPa) 60 000 (420)Yeild Strength, max, psi (MPa) 78 000 (540)Elongation in 8 in. (200 mm), min % - Bar Designation #’s 3, 4, 5, 6 (10, 13, 16, 19) 14*Tensile strength shall not be less than 1.25 times the actual yield strength
Visit www.NelsonStud.com for 2 Helpful Design Software Programs for Construction Engineers
PSR STUD DESIGNER EMBEDMENT DESIGNERUsing ACI-421 & ACI-318 codes, this helpful calculationsoftware is used to design stud welded punching shearreinforcement studs and punching-shear reinforcementrails to improve punching-shear strength and ductiliityof slab-column connections.
Following the PCI Design Handbook 7th Edition(ACI-3018-05 Appendix D) for the design of rectangularembedment plates, this web-based software o�ersengineers & designers 3 helpful tools to aid in the design of embedment plates.