Shear connectors also called shear studs, concrete anchors, are used in composite steel construction to tie the concrete to steel members and resist shear forces between the concrete slab and steel members. They are widely used in steel building, bridges etc. Welding Through Metal Deck are available for this stud, for this option, special ceramic ferrule type UFT are recommended. IKING's shear connectors meet the following standards:
Standard | Symbol | Material | Mechanical Properties | ||
ISO 13918:2017 | SD1 | S235J2G3+C450 | Yield point | (ReH) min. | 350N/mm2 |
Tensile Strength | (Rm) min. | 450N/mm2 | |||
Elongation | (A5) min. | 15% | |||
AWS D1.1:2015 | Type B | ASTM A29 1010-1020 | Yiled strength (0.2% offset) psi |
psi min. MPa min |
51,000 350 |
Tensile Strength | psi min. MPa min |
65,000 450 |
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Elongation | % in 2 in min. | 20% | |||
% in 5x dia. Min. | 15% | ||||
Reduction of area | % min. | 50% | |||
AWS D1.5:2015 | Type B | ASTM A108 1010-1020 | Yiled strength (0.2% offset) psi |
psi min. MPa min |
50,000 345 |
Tensile Strength | psi min. MPa min |
60,000 415 |
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Elongation | % in 2 in min. | 20% | |||
Reduction of area | % min. | 50% | |||
AS/NZS 1552.2:2003 | N/A | AS 1443 1010-1020 | Yiled strength (0.2% offset) |
MPa min. | 345 |
Tensile Strength | MPa min. | 410 | |||
Elongation | % on 5.65√So min. | 12% | |||
Reduction of area | % min. | 50% | |||
BS 5400:2005 | N/A | SWRCH 18A | Yiled strength (0.2% proof stress) |
MPa min. | 385 |
Tensile Strength | MPa min. | 495 | |||
Elongation | % on 5.65√So min. | 18% | |||
GB/T 10433:2002 | N/A | ML15 ML15Al SWRCH 15A |
Yiled strength (0.2% proof stress) |
MPa min. | 320 |
Tensile Strength | MPa min. | 400 | |||
Elongation | % in 5x dia. Min. | 14% | |||
JIS B 1198-1995 | N/A | SWRCH15A | Yiled strength (0.2% proof stress) |
MPa min. | 235 |
Tensile Strength | MPa | 400-500 | |||
Elongation | % on 5.65√So min. | 20% |