Gr 8 Carbon steel High Tensile Black DIN6915 Hex Heavy Nuts
M6 M8 M10 Stock Carbon Steel White Blue Zinc Plated Long Nut Coupling Nut
ASTM 1/2" 3/8" 9/16" Gr2 Plain Lock Nut Hexagon Prevailing Torque Nuts
Galvanized Steel Zinc Plated Press Self Clinching Nut
Non-standard Carbon Steel Blue White Zinc Plated Flat Head Hex Neck Carriage Bolt
The shear stud are fasteners with high strength stiffness connection. The shear studs are abbreviated as the cylindrical studs ( Cheese head studs for arc stud welding). The specifications of theshear studs are nominal diameter Ф10 ~ Ф25mm, The total length of the welding before the 40 ~ 300 mm. The nail has the top of the head with the glyphs to make the manufacturer's identification mark, the use of welding nail is very wide.
Shear Connector Studs are designed to tie the concrete slab to the steel beams and to resist shear loadings between the concrete slab and steel beam in composite construction. This enables us to load up to 1000 kg/m2 instead of the usual load which is much less. The procedure saves time and therefore money as well due to its simplicity.
Shear Stud Connectors are the most important element in Composite Beam design securing the concrete to steel structural components. Shear Stus Connectors resist shear forces and increase shear loading capacity in steel buildings,bridges.
|
|||||||
| BOLT DIMENSION | |||||||
| d | NOMINAL | 10 | 13 | 16 | 19 | 22 | 25 |
| MIN | 9.64 | 12.57 | 15.57 | 18.48 | 21.48 | 24.48 | |
| MAX | 10 | 13 | 16 | 19 | 22 | 25 | |
| dk | MAX | 18.35 | 22.42 | 29.42 | 32.5 | 35.5 | 40.5 |
| MIN | 17.65 | 21.58 | 28.58 | 31.5 | 34.5 | 39.5 | |
| d1 | 13 | 17 | 21 | 23 | 29 | 31 | |
| h | 2.5 | 3 | 4.5 | 6 | 6 | 7 | |
| k | MAX | 7.45 | 8.45 | 8.45 | 10.45 | 10.45 | 12.55 |
| MIN | 6.55 | 7.55 | 7.55 | 9.55 | 9.55 | 11.45 | |
| r | MIN | 2 | 2 | 2 | 2 | 3 | 3 |
| WA | 4 | 5 | 5 | 6 | 6 | 6 | |
|
Chemical Component Of Material (%) |
||||||
|
Material |
C |
Si |
Mn |
P |
S |
Al |
|
ML15AL |
0.13-0.18 |
≤0.10 |
0.30-0.60 |
≤0.035 |
≤0.035 |
≥0.020 |
|
SWRCH18A |
0.15-0.20 |
≤0.10 |
0.60-0.90 |
≤0.030 |
≤0.035 |
1≥0.020 |
|
Mechanical Properties Of Shear Stud Connector |
||||
|
Country |
Tensile strength |
Yield point |
Elongation
percentage |
Contraction
percentage |
|
BS EN ISO13918:2008 |
≥450 |
≥350 |
≥15 |
|
|
USA |
≥415 |
|
||