ABSTRACT
Abstract A series of static tension and compression tests were performed to determine the load capacity of various innovative tubular X-Joints. The results obtained were compared to the standard joint strength data, encountered in typical tubular cross-braced structures. The testing program adopted a value of P = 1.0, where P is the ratio of the brace diameter to the chord diameter. The X-Joint specimens were manufactured using Grade 350 steel and 273.1 rum diameter Circular Hollow Sections (CHS). Significant increases in static tensile and compressive strengths were observed in these innovative connections, compared to conventional connections.
