AS/NZS 11693 Structural Steel Hollow Sections
Section dimensions and properties for assessing steel structures in accordance with AS4100. Bending capacities and axial capacity for structural steel hollow sections calculated in accordance with the AS 4100.
AS/NZS 11693 sections included:
- Circular Hollow Sections
- Rectangular Hollow Sections
- Square Hollow Sections
Downloadable DXF, DWG, 3DM profiles and Bluebeam Tool Sets
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Design Member Moment Capacity
ΦMb = 1 kN⋅m
Max Design Load based on Design Moment Capacity
W*L1 = 1 kN
Max Design Load based on Design Shear Capacity
W*L2 = 1 kN
Max Serviceability Design Load based on Deflection of L/250
W*s = 1 kN
Segment length for Full Lateral Restraint
FLR = 1 m
Picture 1.
CHS