HSS Hollow Structural Sections - PowerPoint PPT Presentation

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!"" !0440*#"+3D6+D3.4#"%6+'0)&# B'44%+#_%41& ! Effective weld length – for elements transverse to the HSS face o Due to the variation of flexural stiffness of the HSS wall across the section width, the force transmitted through the weld is not uniform o Reduced effective length o Load is highest at ends closest to sidewalls and smallest in the middle

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