S01:Member design for axial stress (3) Unexpected result: the heavier section fails, while the lighter section passes. S01 - Laterally Unsupported design approach Should I use Strut or Combine? View 3 articles
S02:Member design for combined stress (4) Designing castellated steel beams Unable to design certain types of sections Profile not supported K-factors in SANS 10162 View 4 articles
