AS/NZS 3679 Structural Steel Open Sections
Hot Rolled Steel Open Sections as defined in:
AS/NZS 3679.1:2016 Structural steel. Part 1: Hot-rolled bars and sections
AS/NZS 3679.2:2016 Structural steel Part 2: Welded I sections
Downloadable DXF, DWG, 3DM profiles and Bluebeam Tool Chests
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Calculated Values
Maximum Design Load Based on Design Moment Capacity (W*L1)
W*L1 = 1 kN
Maximum Design Load Based on Design Shear Capacity (W*L2)
W*L2 = 1 kN
Maximum Design Load Based on Serviceability Design (W*S)
W*S = 1 kN
Full Lateral Restraint Segment Length
FLR = 1 m
CAPACITIES OF STEEL OPEN SECTIONS
Figure:
Welded Beams
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.
The table is not uploaded or the values for the variables: Section Type, Axis, Grade do not match table records.