Section Schematic & Geometry
Active
Fillet Weld (a)
Steel Member
Geometry & Weld dimensions
[mm]
Default: h - 25 mm
Design Loads
[kNm / kN]
Steel Grade & Factors
fw,Rd = fu / (√3 · βw · γM2):
360 / (√3·0.8·1.25)
Shear resistance fw,Rd:
20.78
kN/cm²
Eurocode 3 Design Checks
EN 1993-1-8
1. Shear (τEd ≤ fw,Rd):
OK !
τEd = 18.64 kN/cm²
fw,Rd = 20.78
Ratio (ρ):
0.90 (89.67%)
2. Combined Stress:
OK !
σEd = 20.45 kN/cm²
Limit = 26.00
Ratio (ρred):
0.90 (89.68%)
Detailed Results
SCHEME 1
| PARAMETER | SCHEME 1 |
|---|
Comprehensive Comparison: All 4 Schemes (As in Excel)
Comparison of section properties, stresses, and Eurocode 3 checks with identical inputs
fw,Rd =
20.78 kN/cm²
| Parameter / Verification | Scheme 1 (I-profile) | Scheme 2 (Box) | Scheme 3 (T-profile) | Scheme 4 (C-profile) |
|---|