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AS/NZS 3679 Structural Steel Open Sections

Design Member Capacity in Axial Compression (ϕNc)
ϕNc = 1 kN
Design Section Capacity in Axial Compression (ϕNs)
ϕNs = 1 kN
AXIAL CAPACITIES OF STEEL OPEN SECTIONS
Figure:
Welded Beams about x-axis
The table is not uploaded or the values for the variables: Section Type, Axis, Grade do not match table records.
The table is not uploaded or the values for the variables: Section Type, Axis, Grade do not match table records.