- Volume 15 Issue 1
Ultimate Strength of branch-rotated T-joints in Cold-formed Square Hollow Sections-Chord web failure mode-
지관이 회전된 냉간성형 각형강관 T형 접합부의 최대내력(II)-주관 웨브 파괴모드-
- Received : 2002.08.21
- Published : 2003.02.27
This paper described the ultimate strength and deformation limit of new uniplanar T-joints in cold-formed square hollow sections. The new T-joint had the configuration that only a branch member was oriented at 45 degrees to a chord member in the plane of the truss. This study focused on the branch-rotated T-joints governed by chord web failure. Based on the test results of the T-joint in cold-formed square hollow sections, the deformation lirnit was found to be 3%B for
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