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Design Data
Long products
Beams
Columns
Bearing Piles
Channels
Angles
Flat products
Welded sections
Cold-formed sections
Other
Bolts welds
Long products - Columns - Universal columns - UC - S355 - 2. Effective section properties
Change product type
-- Select Product Type --
Long products
Beams
Parallel flange I sections - IPE
S355
S460
Wide flange beams - HE
S355
S460
Extra wide flange beams - HL and HLZ
S355
S460
Universal beams - UB
S355
S460
Columns
Wide flange columns - HD
S355
S460
Universal columns - UC
S355
S460
Bearing piles
Wide flange bearing piles - HP
S355
S460
Wide flange bearing piles - UBP
S355
S460
Channels
Parallel flange channels UPE
S355
Parallel flange channels PFC
S355
Taper flange channels UPN
S355
Angles
Equal leg angles - L
S355
Equal leg angles - L (Back to back)
Unequal leg angles - L
S355
Unequal leg angles - L (Back to back)
Flat products
Welded sections
Dimensions, section properties & buckling moment resistance
Cold formed sections
SIGMA
Section properties and grades
Effective section properties
S350GD
S390GD
S420GD
S450GD
S550GD
Z butted system
Effective section properties
Section properties and grades
S350GD
S390GD
S420GD
S450GD
S550GD
Other
Bolts Welds
Class 4.6 Hexagon head bolts
Class 8.8 Hexagon head bolts
Class 10.9 Hexagon head bolts
Class 4.6 Countersunk bolts
Class 8.8 Countersunk bolts
Class 10.9 Countersunk bolts
Fillet welds
Change selection properties
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
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No Class 4 sections: Only the sections which can be Class 4 under axial compression are given