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Lateral-Torsional Buckling in Timber Construction: Theory
Lateral-Torsional Buckling in Timber Construction: Theory
Slender bending beams with a large h/w ratio and loaded parallel to the minor axis tend to have stability issues. This is due to the deflection of the compression chord.
Slender bending beams with a large h/w ratio and loaded parallel to the minor axis tend to have stability issues. This is due to the deflection of the compression chord.