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  • About the Orange Book
  • 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
  • Download center

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ArcelorMittal Europe
Orange Book

  • Home icon, click to go back to the home page
  • About the Orange Book
  • Design data
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Long Products
  • Beams
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Flat products
  • Welded sections
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Other data available
  • Bolts and welds

Design data

  • Beams
  • Columns
  • Bearing piles
  • Channels
    • Parallel flange channels - UPE
    • Parallel flange channels - PFC
    • Taper flange channels - UPN
      • Section properties - Dimensions and properties
      • Axial compression - Subject to concentric axial compression
      • Axial compression - Connected through web
      • Buckling moment
        • S355
      • Web bearing & buckling
      • Axial force & bending
  • Angles
  • Welded sections
  • Cold-formed sections
  • Bolts welds
  • Homebreadcrumb-divider
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  • Buckling moment
top-img-bending-channels.jpg

Buckling resistance moment

Steel grades available for this behaviour:

S355
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ArcelorMittal Europe: Constructalia