Design Data

High strength steel

Long products
Beams
Parallel flange I sections - IPE
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
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
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
S460
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
Universal beams - UB
S355
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
S460
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
Columns
Wide flange columns - HD
S355
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
S460
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
Universal columns - UC
S355
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
S460
1. Section properties
2. Effective section properties
3. Axial compression
4. Buckling moment
5. Web bearing and buckling
6. Axial force and bending
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
Bolts Welds
Class 4.6 Hexagon head bolts
Bolt resistances - Non-preloaded-355
Bolt resistances - Non-preloaded-460
Class 8.8 Hexagon head bolts
1A. Bolt resistance - Non -preloaded-355
1B. Bolt resistance - 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 Hexagon head 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 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
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
Fillet welds
1A. Design weld resistances-355
1B. Design weld resistances-460
2A. Design weld resistances-HISTAR355
2B. Design weld resistances-HISTAR460

S355

index-channels-secprop

1. Section properties PFC
index-compression

2. Axial compression resistance - concentric PFC
index-compression

3. Axial compression resistance - connected through web PFC
index-channels-bending

4. Buckling resistance moment PFC
index-bearingbuckling

5. Web bearing + buckling resistance PFC
index-force-bending

6. Axial force + bending PFC