Engineering Journal

Weld Effective Lengths for Round HSS Cross-Connections under Branch Axial Loading

Weld Effective Lengths for Round HSS Cross-Connections under Branch Axial Loading

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Weld Effective Lengths for Round HSS Cross-Connections under Branch Axial Loading

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Tousignant, K.; Packer, J.A. (2019). "Weld Effective Lengths for Round HSS Cross-Connections under Branch Axial Loading," Engineering Journal, American Institute of Steel Construction, Vol. 56, pp. 173-186.

Recent experimental and numerical research performed on fillet-welded, round-to-round, HSS Cross-connections is reviewed, along with prior research on round HSS-to-rigid plate connections. The data from these weld-critical tests are then interpreted to determine practical weld effective lengths for such connections, in conjunction with permitting the "directional strength-increase factor" for fillet welds to round HSS. Recommendations are made for the AISC Specification Section K5 and a design example is given to illustrate the approach.

  • Published: 2019, Quarter 3

Author(s)

Kyle Tousignant and Jeffrey A. Packer