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AS/NZS 11693 Structural Steel Hollow Sections
Member Capacity in Axial Compression ΦNc
ΦNc = 1.0 kN
Member capacity in axial tension ΦNt
ΦNt = 1.0 kN
Axial capacity of member in compression only
Picture 1.
CHS
Axial capacity of member in tension only
Not Available