Design Data

High strength steel

Long products
Beams
Parallel flange I sections - IPE
S355
1. Section properties - Dimensions and properties
2. Effective section properties
S355
S355
S355
S355
S460
1. Section properties
2. Effective section properties
S460
S460
S460
S460
Wide flange beams - HE
S355
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing & buckling
6. Axial force & bending
S460
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing & buckling
6. Axial force & bending
Extra wide flange beams - HL and HLZ
S355
1. Section properties - Dimensions and properties
2. Effective section properties
S355_HISTAR355
S355_HISTAR355
S355_HISTAR355
S355_HISTAR355
S460
1. Section properties
2. Effective section properties
S460_HISTAR460
S460_HISTAR460
S460_HISTAR460
S460_HISTAR460
Universal beams - UB
S355
1. Section properties - Dimensions and properties
2. Effective section properties - For sections subject to axial compression
S355_HISTAR355
S355_HISTAR355
S355_HISTAR355
S355_HISTAR355
S460
1. Section properties
2. Effective section properties
S460_HISTAR460
S460_HISTAR460
S460_HISTAR460
S460_HISTAR460
Columns
Wide flange columns - HD
S355
1. Section properties - Dimensions and properties
2. Effective section properties - For sections subject to axial compression
6. Axial force and bending
S355_HISTAR355
S355_HISTAR355
S355_HISTAR355
S460
1. Section properties
2. Effective section properties
6. Axial force and bending
S460_HISTAR460
S460_HISTAR460
S460_HISTAR460
Universal columns - UC
S355
1. Section properties
2. Effective section properties - For sections subject to axial compression
3. Axial compression
S355_HISTAR355
S355_HISTAR355
S355_HISTAR355
S460
1. Section properties - Dimensions and properties
2. Effective section properties
3. Axial compression
S460_HISTAR460
S460_HISTAR460
S460_HISTAR460
Bearing piles
Wide flange bearing piles - HP
S355
1. Section properties HP
2. Effective-sectionproperties HP
3. Axial compression
4. Buckling resistance
5. Web bearing + buckling resistance HP
6. Axial force + bending HP
S460
1. Section properties HP
2. Effective-sectionproperties HP
3. Axial compression
4. Buckling resistance
5. Web bearing + buckling resistance HP
6. Axial force + bending HP
Wide flange bearing piles - UBP
S355
1. Section properties UBP
2. Effective-sectionproperties UBP
3. Axial compression resistance UBP
4. Buckling resistance moment UBP
5. Web bearing + buckling resistance UBP
6. Axial force + bending UBP
S460
1. Section properties UBP
2. Effective-sectionproperties UBP
3. Axial compression resistance UBP
4. Buckling resistance moment UBP
5. Web bearing + buckling resistance UBP
6. Axial force + bending UBP
Channels
Parallel flange channels UPE
S355
1. Section properties
2. Axial compression resistance - concentric UPE
3. Axial compression resistance - connected through web UPE
4. Buckling resistance moment UPE
5. Web bearing + buckling resistance UPE
6. Axial force + bending UPE
Parallel flange channels PFC
S355
1. Section properties PFC
2. Axial compression resistance - concentric PFC
3. Axial compression resistance - connected through web PFC
4. Buckling resistance moment PFC
5. Web bearing + buckling resistance PFC
6. Axial force + bending PFC
Taper flange channels UPN
S355
1. Section properties UPN
2. Axial compression resistance - concentric UPN
3. Axial compression resistance - connected through web UPN
4. Buckling resistance moment UPN
5. Web bearing + buckling resistance UPN
6. Axial force + bending UPN
Angles
Equal leg angles - L
S355
1. Section properties - Dimensions and properties
2. Effective section properties - For sections subject to axial compression
3. Axial compression resistance
4. Axial tension
Equal leg angles - L (Back to back)
1. Section properties - Dimensions and properties
Unequal leg angles - L
S355
1. Section properties - Dimensions and properties
2. Effective section properties - For sections subject to axial compression
3. Axial compression - long leg attached
4. Axial compression - short leg attached
5. Axial tension - long leg attached
6. Axial tension - short leg attached
Unequal leg angles - L (Back to back)
1. Section properties - Dimensions and properties
Flat products
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 and grades
Section properties - dimensions & properties
Effective section properties
Effective sections properties
S350GD
Load resistances - Double span - Purlin-350
Load resistances - Double span - Rail-350
Load resistances - Single span - Purlin-350
Load resistances - Single span - Rail-350
S390GD
Load resistances - Double span - Purlin-390
Load resistances - Double span - Rail-390
Load resistances - Single span - Purlin-390
Load resistances - Single span - Rail-390
S420GD
Load resistances - Double span - Purlin-420
Load resistances - Double span - Rail-420
Load resistances - Double span - Rail-420
Load resistances - Single span - Purlin-420
Load resistances - Single span - Rail-420
S450GD
Load resistances - Double span - Purlin-450
Load resistances - Double span - Rail-450
Load resistances - Single span - Purlin-450
Load resistances - Single span - Rail-450
S550GD
Load resistances - Double span - Purlin-550
Load resistances - Double span - Rail-550
Load resistances - Single span - Purlin-550
Load resistances - Single span - Rail-550
Z butted system
Effective section properties
Effective section properties
Section properties and grades
Section properties - dimensions and properties
S350GD
Load resistance double span - Purlin-350
Load resistance single span - Purlin-350
Load resistances - Double span - Rail-350
Load resistances - Single span - Rail-350
S390GD
Load resistance double span - Purlin-390
Load resistance single span - Purlin-390
Load resistances - Double span - Rail-390
Load resistances - Single span - Rail-390
S420GD
Load resistance double span - Purlin-420
Load resistance single span - Purlin-420
Load resistances - Single span - Rail-420
S450GD
Load resistance double span - Purlin-450
Load resistance single span - Purlin-450
Load resistances - Double span - Rail-450
Load resistances - Single span - Rail-450
S550GD
Load resistance double span - Purlin-550
Load resistance single span - Purlin-550
Load resistances - Double span - Rail-550
Load resistances - Single span - Rail-550
Other
Bolt welds
Class 4.6 Hexagon head bolts
Bolt resistances - Non-preloaded-355
Bolt resistances - Non-preloaded-460
Class 8.8 Hexagon head bolts
1. Bolt resistance - Non -preloaded-355
1. Bolt resistance - Non -preloaded-460
2. Bolt resistances - Preloaded at SLS-355
2. Bolt resistances - Preloaded at SLS-460
3. Bolt resistances - Preloaded at ULS-355
3. Bolt resistances - Preloaded at ULS-460
4. Bolt resistances - Preloaded in tension-355
4. Bolt resistances - Preloaded in tension-460
Class 10.9 Hexagon head bolts
1. Bolt resistances - Non-preloaded-355
1. Bolt resistances - Non-preloaded-460
2. Bolt resistances - Preloaded at SLS-355
2. Bolt resistances - Preloaded at SLS-460
3. Bolt resistances - Preloaded at ULS-355
3. Bolt resistances - Preloaded at ULS-460
4. Bolt resistances - Preloaded in tension-355
4. Bolt resistances - Preloaded in tension-460
Class 4.6 Countersunk bolts
1A. Bolt resistances - Non-preloaded-355
1B. Bolt resistances - Non-preloaded-460
Class 8.8 Countersunk bolts
1A. Bolt resistances - Non-preloaded-355
1B. Bolt resistances - Non-preloaded-460
2A. Bolt resistances - Preloaded at SLS-355
2B. Bolt resistances - Preloaded at SLS-460
3A. Bolt resistances - Preloaded at ULS-355
3B. Bolt resistances - Preloaded at ULS-460
4A. Bolt resistances - Preloaded in tension-355
4B. Bolt resistances - Preloaded in tension-460
Class 10.9 Countersunk bolts
1. Bolt resistances - Non-preloaded-355
1. Bolt resistances - Non-preloaded-460
2. Bolt resistances - Preloaded at SLS-355
2. Bolt resistances - Preloaded at SLS-460
3A. Bolt resistances - Preloaded at ULS-355
3B. Bolt resistances - Preloaded at ULS-460
4. Bolt resistances - Preloaded in tension-355
4. Bolt resistances - Preloaded in tension-460
Fillet welds
Design weld resistances-355
Design weld resistances-460
Design weld resistances-HISTAR355
Design weld resistances-HISTAR460

Cold formed sections

3d-purlin-sigma

SIGMA
3d-purlin-z

Z butted system