AISC 360-10, KEPIC SGE
AISC 360-10, KEPIC SGE
AISC 360-10, KEPIC SGE
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2011 <strong>KEPIC</strong>-Week, Jeju F crDue to strain hardeningFcr [ 1.5]2E( KL / r)e1 F2 2eyInelastic Elastic <strong>10</strong>F 1.0 F yF cr= 0.877 .2 F y e0.39F yF cr= 0.658 2e . F y1.5 <strong>KEPIC</strong>-<strong>SGE</strong> (<strong>AISC</strong>/LRFD) F e=yStructures Lab. Department of Civil Engineering, Hongik UniversityF eFcr 12.3%0.877 F ey [ 1 1.5] F F r 0.3F y cr0.658 e2eFye2011 <strong>KEPIC</strong>-Week, Jeju Structures Lab. Department of Civil Engineering, Hongik University- 24 -
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