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ELASTIC POSTLOCAL BUCKLING ANALYSIS
xeccentricity Example 2 2
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AISI Specification analytical solution Appendix buckling load centroidal Chapter Coefficient of Variation cold-formed steel columns Columns with Interaction compressive stress computation concentric load correlation determined displacement edge stiffener effective cross section effective cross-section effective width end fixtures end plates Equation Locally Unstable Evaluation of Long Example B.2 experimental results finite element analysis flat width flexural buckling gross cross section gross cross-section hydrostone inelastic strain capacity interaction equation approaches Interaction Equation Locally iterative approach k-in Lipped Channel Section locally unstable beam-columns locally unstable columns Long Column Tests Mulligan observed Pekoz plane of symmetry plate elements predicted Q approach Q-factor Rayleigh-Ritz method shear center shown in Figure singly symmetric Specimen Standard Deviation strain gages stress Table Tests Lipped Channel Thomasson 1978 torsional-flexural buckling transducers uexp uexp uexp ultimate axial load ultimate bending ultimate load ultimate strength ux uy values x-axis y-axis yield stress