Discussion on Rule 3.3.1. of AS 1250 - 1975. 1. Suggested interpretations. 2. Further comment. 3. Co

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Elastic design of single-span steel portal frame buildings to Eurocode 3

Nonlinear finite-element analysis of critical gusset plates in the I-35W bridge in Minnesota

Critical evaluation of equivalent moment factor procedures for laterally unsupported beams

Design and behavior of multi-orientation fillet weld connections

Shear buckling of thin-walled channel sections

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Designing compact gussets with the Uniform Force Method