AISC 360-10, KEPIC SGE

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2011 KEPIC-Week, Jeju F crDue to strain hardeningFcr [ 1.5]2E( KL / r)e1 F2 2eyInelastic Elastic 10F 1.0 F yF cr= 0.877 .2 F y e0.39F yF cr= 0.658 2e . F y1.5 KEPIC-SGE (AISC/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 KEPIC-Week, Jeju Structures Lab. Department of Civil Engineering, Hongik University- 24 -
2011 KEPIC-Week, Jeju Structures Lab. Department of Civil Engineering, Hongik University2011 KEPIC-Week, Jeju Batten Angle shape Channel shape BattenStructures Lab. Department of Civil Engineering, Hongik University- 25 -
Page 1: 2011년도 대한전기협회 KEPIC
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Page 10 and 11: 2e2011 KEPIC-Week, JejuyDouble-Angl
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AISC 360-10, KEPIC SGE

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