WebHeaded Concrete Anchors (HCA) are intended to be welded to flat surfaces or the inside or outside of angles. The sizes listed are before the stud is welded. After welding, concrete anchors will be approximately 1/8″ shorter for 1/2″ studs, or 3/16″ shorter for 5/8 studs. Headed Shear Connectors (HSC) are used for a shear […] WebThree stud classifications are identified as follows (see Table 1): • Type A studs are general purpose studs, of any type or size, used for purposes other than embed- ment or composite design con- struction. These include 1/ 4 in. and 3/ 8 in. (6 and 10 mm) headed anchors. • Type B studs are headed, bent, or some other configuration, 1/ 2
Weld Studs McMaster-Carr
WebAll anchors meet ASTM A108 material specifications and AWS D1. 1 structural welding specifications. They’re also known as Nelson studs. For technical drawings and 3-D models, click on a part number. High-Strength Toggle Anchors These high-strength toggle anchors provide an extremely strong hold and stay in position when a bolt is removed. WebAll studs should be checked in this way by the welder or the welder’s mate. The bend test requires the head of a stud to be displaced laterally by approximately a quarter of its height using a 6 kg hammer. The weld should then be checked for signs of cracking or lack of fusion. Figure 4 illustrates a typical stud after a bend test. cmake board
ASTM A108 Weld Studs - Grainger Industrial Supply
WebDec 3, 2010 · Cold finished carbon steel bars: A108, A311 Hot rolled alloy steel bars: A322, A304, A434, A739 Cold finished alloy steel bars: A331, A434, A696 Specification ASTM A29 opened the door to studs being made not only of cold finished carbon bars But of hot … WebSpecifications – HCA’s meet AWS Specifications D1.1, D1.5 and or D1.6. International Specifications BS5950, BS5400, DIN/ISO are available. Material – Low carbon steel, ASTM A108 / A29, Grade C1010 to C1020. … WebMar 6, 2024 · Joist bearing plates with headed studs are commonly used in CMU walls, so I wouldn't change the detail even if it's not specifically covered in ACI 530 or 530.1. If you can show analytically that ASTM A108 headed studs are equivalent to or exceed A307 bolts in all the code requirements, then you could justify it as a substitution. cmake c# project