Slide 1 Compression Members Slide 2 Compression members are susceptible to BUCKLING BUCKLING – Loss of stability –Axial loads cause lateral deformations (bending-like…
Compression Members COLUMN STABILITY A. Flexural Buckling Elastic Buckling Inelastic Buckling Yielding B. Local Buckling â Section E7 pp 16.1-39 and B4 pp 16.1-14 C. Lateral…