Shear Connector - Arc Weld Stud
| For a quote or to order, please specify: | |||
|---|---|---|---|
| Product Code: | Diameter: | Length: | Material: |
| ARC SC | Specify D | Specify L | Specify |
|
| MOQ: | 1000KG |
| Price: | Negotiation |
| Standard Packaging: | BULK or according customer requirement |
| Delivery Period: | 15DAYS |
| Payment Method: | L/C, T/T,OA |
| Supply Capacity: | 600TON/MONTH |
Material – Low carbon steel, ASTM A29, 1010-1020. Also available in a weldable stainless steel. Type 302 is the most commonly used. Other grades available on request. Please contact us for your specific needs.
Length: Length listed is before weld. Stud diameters less than 5/8” will be approximately 1/8” shorter after weld – Stud diameters 5/8” – 3/4” will be approximately 3/16” shorter – Stud diameters 1” will be approximately 1/4” shorter after weld.
| TYPE A | TYPE B | |
|---|---|---|
| Tensile Strength | 61,000 psi minimum | 65,000 psi minimum |
| Yield Strength | 49,000 psi minimum | 51,000 psi minimum |
| Elongation (% in 2") | 17% minimum | 20% minimum |
| Elongation (% in 5x dia) | 14% minimum | 15% minimum |
| Reduction of Area | 50% minimum | 50% minimum |
| For a quote or to order, please specify: | |||
|---|---|---|---|
| Product Code: | Diameter: | Length: | Material: |
| ARC SC | Specify D | Specify L | Specify |
| STUD | ||||
|---|---|---|---|---|
| D | MIN L | HD | HT | FERRULE CODE |
| 3/4 | 1-1/2 | 1-1/4 | 3/8 | F750 |
| 7/8 | 2 | 1-3/8 | 3/8 | F875 |
| MATERIAL | MILD STEEL | ||
|---|---|---|---|
| AISI C1015, C1018 or C1020 | |||
| MECHANICAL PROPERTIES | Tensile | 60,000 psi (min.) | Values for various grades available upon request. |
| Yield | 50,000 psi (min.) | ||
| Elongation | 20% (min) | ||
| Area | 50% (min) | ||
Headed Concrete Anchors are available for welding to flat surfaces, inside angles, and outside angles. Each of these applications requires the proper style stud and ferrule, so please specify your application when ordering.
Process flow
Cold forging
Annealing treatment ➨ wiredrawing ➨ clod forging ➨ make welding spot ➨ Packing
Materials and Chemical compstition
ML15A
ML18A
PACKING
QBH BULK
20-25KG/CTN,36CTNS/PALLET
20-30KG/BAGS,36BAGS/PALLET
ONE TON/BOXES
50KG/ IRON DRUM,12 IRON DRUMS/PALLET
QBH SMALL PACKING
Packing in small boxes according to customer’s requirements
Packing in plastic bag according to customer’s requirements
QBH PALLET TYPE
SOLID WOOD FUMIGATION PALLET
EURO Pallet
THREE SPLINT PALLET
WOODEN BOX
The advantages of QBH
Definition of Shear Studs in Construction
Shear studs refer to the installation of steel pins or grommets, that extend out of the top flange of a steel support beam. Normally the shear studs are welded, with a spot welder, after the metal deck is installed over the supporting structural steel. The spot welder will burn through the metal deck and attach the shear stud directly to the top of the steel beam.
The purpose of the shear stud is to provide a structural connection between the poured in place concrete slab and the structural steel. This structural connection distributes any shear forces that the structure may incur. Without the shear studs in place, there is a slip plane between the concrete slab, the metal deck and the structural steel framework of the project. The structural engineer will determine, which beams will have the shear studs, the size of the studs as well as the number of studs to be installed. There are specialized subcontractors that will install the shear studs. The test for the shear studs integrity is simply striking the side of the shear stud with an iron mallet. This will ensure that the stud has been properly welded to the beam, if not, the stud will simply break off at the point of intersection with the steel beam. The stud will have failed due to a shear force.
PRODUCT APPLICATIONS AND ENGINEERING CASES
Video
|
|
| MOQ: | 1000KG |
| Price: | Negotiation |
| Standard Packaging: | BULK or according customer requirement |
| Delivery Period: | 15DAYS |
| Payment Method: | L/C, T/T,OA |
| Supply Capacity: | 600TON/MONTH |
Material – Low carbon steel, ASTM A29, 1010-1020. Also available in a weldable stainless steel. Type 302 is the most commonly used. Other grades available on request. Please contact us for your specific needs.
Length: Length listed is before weld. Stud diameters less than 5/8” will be approximately 1/8” shorter after weld – Stud diameters 5/8” – 3/4” will be approximately 3/16” shorter – Stud diameters 1” will be approximately 1/4” shorter after weld.
| TYPE A | TYPE B | |
|---|---|---|
| Tensile Strength | 61,000 psi minimum | 65,000 psi minimum |
| Yield Strength | 49,000 psi minimum | 51,000 psi minimum |
| Elongation (% in 2") | 17% minimum | 20% minimum |
| Elongation (% in 5x dia) | 14% minimum | 15% minimum |
| Reduction of Area | 50% minimum | 50% minimum |
| For a quote or to order, please specify: | |||
|---|---|---|---|
| Product Code: | Diameter: | Length: | Material: |
| ARC SC | Specify D | Specify L | Specify |
| STUD | ||||
|---|---|---|---|---|
| D | MIN L | HD | HT | FERRULE CODE |
| 3/4 | 1-1/2 | 1-1/4 | 3/8 | F750 |
| 7/8 | 2 | 1-3/8 | 3/8 | F875 |
| MATERIAL | MILD STEEL | ||
|---|---|---|---|
| AISI C1015, C1018 or C1020 | |||
| MECHANICAL PROPERTIES | Tensile | 60,000 psi (min.) | Values for various grades available upon request. |
| Yield | 50,000 psi (min.) | ||
| Elongation | 20% (min) | ||
| Area | 50% (min) | ||
Headed Concrete Anchors are available for welding to flat surfaces, inside angles, and outside angles. Each of these applications requires the proper style stud and ferrule, so please specify your application when ordering.
Process flow
Cold forging
Annealing treatment ➨ wiredrawing ➨ clod forging ➨ make welding spot ➨ Packing
Materials and Chemical compstition
ML15A
ML18A
PACKING
QBH BULK
20-25KG/CTN,36CTNS/PALLET
20-30KG/BAGS,36BAGS/PALLET
ONE TON/BOXES
50KG/ IRON DRUM,12 IRON DRUMS/PALLET
QBH SMALL PACKING
Packing in small boxes according to customer’s requirements
Packing in plastic bag according to customer’s requirements
QBH PALLET TYPE
SOLID WOOD FUMIGATION PALLET
EURO Pallet
THREE SPLINT PALLET
WOODEN BOX
The advantages of QBH
Definition of Shear Studs in Construction
Shear studs refer to the installation of steel pins or grommets, that extend out of the top flange of a steel support beam. Normally the shear studs are welded, with a spot welder, after the metal deck is installed over the supporting structural steel. The spot welder will burn through the metal deck and attach the shear stud directly to the top of the steel beam.
The purpose of the shear stud is to provide a structural connection between the poured in place concrete slab and the structural steel. This structural connection distributes any shear forces that the structure may incur. Without the shear studs in place, there is a slip plane between the concrete slab, the metal deck and the structural steel framework of the project. The structural engineer will determine, which beams will have the shear studs, the size of the studs as well as the number of studs to be installed. There are specialized subcontractors that will install the shear studs. The test for the shear studs integrity is simply striking the side of the shear stud with an iron mallet. This will ensure that the stud has been properly welded to the beam, if not, the stud will simply break off at the point of intersection with the steel beam. The stud will have failed due to a shear force.
PRODUCT APPLICATIONS AND ENGINEERING CASES
