Checking the gross area against yielding and the net effective area against fracture.
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The 6th edition is
: Evaluating bolt shear, plate bearing, and tear-out failure modes. Welded Connections Types : In-depth analysis of fillet welds and groove welds.
Columns are highly susceptible to instability long before the material reaches its ultimate strength. : The foundation of column strength analysis. steel structures design and behavior 6th edition pdf
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The interaction formulas (H1-1a and H1-1b from AISC) are derived and tested against second-order effects (P-delta). The use of moment magnification factors (B1 and B2) is explained with clarity rarely found in code manuals.
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