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Design data
Beams
IPE
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355
S460
Buckling moment
S355
S460
Web bearing & buckling
S355
S460
Axial force & bending
S355
S460
HE
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355/HISTAR
®
355
S460/HISTAR
®
460
Buckling moment
S355/HISTAR
®
355
S460/HISTAR
®
460
Web bearing & buckling
S355/HISTAR
®
355
S460/HISTAR
®
460
Axial force & bending
S355/HISTAR
®
355
S460/HISTAR
®
460
HL - HLZ
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355/HISTAR
®
355
S460/HISTAR
®
460
Buckling moment
S355/HISTAR
®
355
S460/HISTAR
®
460
Web bearing & buckling
S355/HISTAR
®
355
S460/HISTAR
®
460
Axial force & bending
S355/HISTAR
®
355
S460/HISTAR
®
460
Universal beams
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355/HISTAR
®
355
S460/HISTAR
®
460
Buckling moment
S355/HISTAR
®
355
S460/HISTAR
®
460
Web bearing & buckling
S355/HISTAR
®
355
S460/HISTAR
®
460
Axial force & bending
S355/HISTAR
®
355
S460/HISTAR
®
460
Columns
HD
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355/HISTAR
®
355
S460/HISTAR
®
460
Buckling moment
S355/HISTAR
®
355
S460/HISTAR
®
460
Web bearing & buckling
S355/HISTAR
®
355
S460/HISTAR
®
460
Axial force & bending
S355/HISTAR
®
355
S460/HISTAR
®
460
Universal columns
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355/HISTAR
®
355
S460/HISTAR
®
460
Buckling moment
S355/HISTAR
®
355
S460/HISTAR
®
460
Web bearing & buckling
S355/HISTAR
®
355
S460/HISTAR
®
460
Axial force & bending
S355/HISTAR
®
355
S460/HISTAR
®
460
Bearing piles
HP
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355
S460
Buckling moment
S355
S460
Web bearing & buckling
S355
S460
Axial force & bending
S355
S460
Universal bearing piles
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355
S460
Buckling moment
S355
S460
Web bearing & buckling
S355
S460
Axial force & bending
S355
S460
Channels
UPE
Section properties - Dimensions and properties
Axial compression - Subject to concentric axial compression
S355
Axial compression - Connected through web
S355
Buckling moment
S355
Web bearing & buckling
S355
Axial force & bending
S355
Parallel flange channels
Section properties - Dimensions and properties
Axial compression - Subject to concentric axial compression
S355
Axial compression - Connected through web
S355
Buckling moment
S355
Web bearing & buckling
S355
Axial force & bending
S355
UPN
Section properties - Dimensions and properties
Axial compression - Subject to concentric axial compression
S355
Axial compression - Connected through web
S355
Buckling moment
S355
Web bearing & buckling
S355
Axial force & bending
S355
Angles
L - Equal
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression
S355
Axial tension
S355
L - Equal - Back to back
Section properties - Dimensions and properties
L - Unequal
Section properties - Dimensions and properties
Effective section properties - For sections subject to axial compression
Axial compression - long leg attached
S355
Axial compression - short leg attached
S355
Axial tension - long leg attached
S355
Axial tension - short leg attached
S355
L - Unequal - Back to back
Section properties - Dimensions and properties
Welded sections
Dimensions, section properties & buckling moment resistance
S355 (Flange), S355 (Web)
S420 (Flange), S355 (Web)
S460 (Flange), S355 (Web)
S460 (Flange), S420 (Web)
S460 (Flange), S460 (Web)
Cold-formed sections
Sigma
Section properties - Dimensions & properties
Effective section properties - For sections subject to bending
Load resistances - Single span - Purlin
S350GD
S390GD
S420GD
S450GD
S550GD
Load resistances - Double span - Purlin
S350GD
S390GD
S420GD
S450GD
S550GD
Load resistances - Single span - Rail
S350GD
S390GD
S420GD
S450GD
S550GD
Load resistances - Double span - Rail
S350GD
S390GD
S420GD
S450GD
S550GD
Z
Section properties - Dimensions & properties
Effective section properties - For sections subject to bending
Load resistances - Single span - Purlin
S350GD
S390GD
S420GD
S450GD
S550GD
Load resistances - Double span - Purlin
S350GD
S390GD
S420GD
S450GD
S550GD
Load resistances - Single span - Rail
S350GD
S390GD
S420GD
S450GD
S550GD
Load resistances - Double span - Rail
S350GD
S390GD
S420GD
S450GD
S550GD
Bolts welds
Hexagon head - Class 4.6
Non-preloaded
S355
S460
Hexagon head - Class 8.8
Non-preloaded
S355
S460
Preloaded at SLS
S355
S460
Preloaded at ULS
S355
S460
Preloaded in tension
S355
S460
Hexagon head - Class 10.9
Non-preloaded
S355
S460
Preloaded at SLS
S355
S460
Preloaded at ULS
S355
S460
Preloaded in tension
S355
S460
Countersunk - Class 4.6
Non-preloaded
S355
S460
Countersunk - Class 8.8
Non-preloaded
S355
S460
Preloaded at SLS
S355
S460
Preloaded at ULS
S355
S460
Preloaded in tension
S355
S460
Countersunk - Class 10.9
Non-preloaded
S355
S460
Preloaded at SLS
S355
S460
Preloaded at ULS
S355
S460
Preloaded in tension
S355
S460
Fillet welds
Design weld resistances
S355
HISTAR
®
355
S460
HISTAR
®
460
Explanatory notes
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Beams
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Welded sections
Cold-formed sections
Other data available
Bolts and welds
Design
data
Beams
Columns
Bearing piles
Channels
Angles
Equal leg angles - L
Equal leg angles - L (Back to back)
Unequal leg angles - L
Unequal leg angles - L (Back to back)
Welded sections
Cold-formed sections
Bolts welds
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Design data
UK NA
Angles
Angles
Sections available for this product:
Equal leg angles - L
Equal leg angles - L (Back to back)
Unequal leg angles - L
Unequal leg angles - L (Back to back)