Adidas World Cup Stud Receptacles XTRX SG Full Set Aluminium NEW

Product Information

Working strength: 200 lbs *Meets the design, physical and performance requirements of MIL- F-5591. However, Compress stud assembly spring using Camloc pliers, P/N 4P3, as shown. Insert stud into panel and release when cross pin select stud dash number, then subtract seven dash numbers. Requires .438 diameter installation hole.

The International Federation for Structural Concrete [ 26] suggests the following equation to calculate the peak slip of welded stud connectors: Snap retaining ring under cross pin using needle nose pliers, then rotate retaining ring 180° until Plus flush head styles and solid retaining rings. 2700 Series. Flush head styles and split retainingIn this research, fourteen push-out tests were carried out to investigate the shear performance of large diameter and high strength welded stud connectors. The shear strength, shear stiffness, peak slip, and load-slip relationship of these welded stud connectors were examined and compared with the existing design codes or prediction equations. The following conclusions can be drawn: (1) The ductile failure mode could be achieved for large diameter and high strength welded stud connectors when the same welding technique and concrete strength used for conventional welded stud connectors are employed. (2) The average shear strength of Group SN25, SN30, and SH22 welded stud connectors are about 17%, 48%, and 22% larger than that of Group SN22, respectively, confirming that using large diameter or high strength welded studs increases the shear strength of a welded stud connector. The shear strength of large diameter and high strength welded stud connectors could be accurately estimated by AASHTO LRFD [ 19] as the conventional welded stud connectors. (3) The shear stiffness equation proposed by Lin et al. could give much accurate and reasonable shear stiffness prediction for welded stud connectors including large diameter and high strength welded stud connectors. (4) The existing peak slip prediction equations could only be employed in the welded stud connectors with diameter less than 25 mm, and the peak slip prediction equation proposed by Oehlers and Coughlan could produce relatively accurate results when the concrete strength is much higher. (5) The existing load-slip relationships proposed by Ollgaard and Buttry could not only describe the load-slip curve of Group SN22 welded stud connectors accurately but also give acceptable prediction results for Group SN25 and Group SN30 large diameter welded stud connectors and Group SH22 high strength welded stud connectors. (6) Since the push-out tests on the large diameter and high strength welded stud connectors are rather limited in this paper, a detailed parametric analysis on the shear performance of these welded stud connectors using the finite element analysis method is underway. Data Availability

Provides for retraction of stud assembly to allow opening and closing of equipment without the possibility of jamming or Shear stiffness and peak slip distribution for four groups of push-out specimens. 4. Evaluation of the Push-Out Test Results 4.1. Evaluation of Shear Strength Solid rings are used to hold stud assemblies stationary to the top panel. Split ring allows stud assemblies to move In Equations ( 6) and ( 7), is the cylinder compressive strength of concrete which is equal to 59.8 MPa and stands for the diameter of the stud shank (mm).

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Much earlier, Buttry [ 27] put forward a fractional formula for the load-slip curve of conventional welded stud connectors: Note: If float is required, all dash lengths require retaining rings as described in “Float” above. holes. Can also be installed in tapped holes. Blind end version is ideal when receptacle is to be used with structural Drill, counterbore, and then tap thread in structure using data from table below. Turn KEENSERTS Insert into tapped hole