Assessing the Tensile Capacity of Cold-Formed Steel Connections using Self-Drilling Screws and Adhesive Materials

• DOI: 10.18517/ijaseit.8.2.4314
• Publication Date: 2018-04-30T12:51:59Z
• Authors: Indra Komara; Endah Wahyuni; Priyo Suprobo; Kıvanç Taşkin
• Keywords: Carrying Capacity

This paper presents a review of the proposed design for assessing tensile capacity simply truss framing system cold-formed steel. A series connection tests were made to investigate connections by its deformation and load caring capacity. Furthermore, Screw compared adhesive connections. Those created 1 screw 3 installed using 8 mm screw. On other hand, 50%, 75% 100% percentage adhesive, i.e., A3M ASK also added be evaluated. As result, experimental condition was carried out developing model predict performance each specimen. The test specimens are single lap C with one end fixed grip, is tensioned. Each specimen subjected maximum behaviour. material total area which controlled volume area. Further, comparison considered analysis capacity, estimated from specimen’s load-deformation research face problem significant fracture mechanism used as further alternative solution. both materials could easily displace connection. has lower strength than but implied better mechanism. It offered nearly similar behaviour suggested evaluate screw-adhesive in advance.