AS3600 COLUMN DESIGN 10.3-10.4

Описание к видео AS3600 COLUMN DESIGN 10.3-10.4

Short columns derive their strength from their individual cross sections, whereas slender columns generate secondary moments about their own axis, subsequently reducing their axial capacity. In this section we cover:
What defines a short column or slender column
The effect of the moment modification factor
Buckling of slender columns

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