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Project data
Project name
Project number
Author
Description
Date 6/10/2025
Code EN
Material
Steel S 235, S 275
Project item CON3
Design
Name CON3
Description
Analysis Stress, strain/ loads in equilibrium
Members
Geometry
β – Direction γ - Pitch α - Rotation Offset ex Offset ey Offset ez
Name Cross-section
[°] [°] [°] [mm] [mm] [mm]
C 5 - HEA400 0.0 -90.0 0.0 0 0 0
B 4 - IPE500 0.0 0.0 0.0 0 0 0
M3 3 - IPE100 90.0 0.0 0.0 0 0 0
M4 3 - IPE100 -90.0 0.0 0.0 0 0 0
Supports and forces
X
Name Support Forces in
[mm]
C / end N-Vy-Vz-Mx-My-Mz Node 0
B / end Node 0
M3 / end Node 0
M4 / end Node 0
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B-Top flange 1
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End plate (EP2)
Cross-sections
Name Material
5 - HEA400 S 235
4 - IPE500 S 235
3 - IPE100 S 235
Cross-sections
Name Material Drawing
5 - HEA400 S 235
4 - IPE500 S 235
3 - IPE100 S 235
Bolts
Diameter fy fu Gross area
Name
[mm] [MPa] [MPa] [mm2]
M30 8.8 30 640.0 800.0 707
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M16 8.8 16 640.0 800.0 201
Load effects (forces in equilibrium)
N Vy Vz Mx My Mz
Name Member
[kN] [kN] [kN] [kNm] [kNm] [kNm]
LE1 C / End -621.0 0.0 -59.4 0.0 -445.5 0.0
B / End 0.0 0.0 -277.5 0.0 333.6 0.0
M3 / End 0.0 0.0 0.0 0.0 0.0 0.0
M4 / End 0.0 0.0 0.0 0.0 0.0 0.0
Unbalanced forces
X Y Z Mx My Mz
Name
[kN] [kN] [kN] [kNm] [kNm] [kNm]
LE1 -59.4 0.0 343.5 0.0 -111.9 0.0
Bill of material
Manufacturing operations
Plates Welds Length
Name Shape Nr. Bolts Nr.
[mm] Throat thickness [mm] [mm]
CUT3
Double fillet: 9.0 400.0
EP2 P20.0x300.0-670.0 (S 275) 1 M30 8.8 10
Double fillet: 6.0 484.0
STIFF2 P14.0x144.5-352.0 (S 275) 4 Double fillet: 8.0 2244.0
FP1 P5.0x102.0-80.0 (S 275) 1 Double fillet: 4.0 80.0 M16 8.8 2
FP2 P5.0x122.0-80.0 (S 275) 1 Double fillet: 4.0 80.0 M16 8.8 2
Welds
Throat thickness Leg size Length
Type Material
[mm] [mm] [mm]
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Double fillet S 275 9.0 12.7 400.0
Double fillet S 275 6.0 8.5 484.0
Double fillet S 275 8.0 11.3 2244.0
Double fillet S 275 4.0 5.7 160.0
Bolts
Grip length
Name Count
[mm]
M30 8.8 39 10
M16 8.8 9 4
Drawing
EP2
P20.0x670-300 (S 275)
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STIFF2
P14.0x352-144 (S 275)
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FP1
P5.0x80-102 (S 275)
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FP2
P5.0x80-122 (S 275)
C, HEA400 - Top flange 1:
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M3, IPE100 - Web 1:
M4, IPE100 - Web 1:
Code settings
Item Value Unit Reference
Safety factor γM0 1.00 - EN 1993-1-1: 6.1
Safety factor γM1 1.00 - EN 1993-1-1: 6.1
Safety factor γM2 1.25 - EN 1993-1-1: 6.1
Safety factor γM3 1.25 - EN 1993-1-8: 2.2
Safety factor γC 1.50 - EN 1992-1-1: 2.4.2.4
Safety factor γInst 1.20 - EN 1992-4: Table 4.1
Joint coefficient βj 0.67 - EN 1993-1-8: 6.2.5
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Effective area - influence of mesh size 0.10 -
Friction coefficient - concrete 0.25 - EN 1993-1-8
Friction coefficient in slip-resistance 0.30 - EN 1993-1-8 tab 3.7
Limit plastic strain 0.05 - EN 1993-1-5
Detailing Yes
Distance between bolts [d] 2.20 - EN 1993-1-8: tab 3.3
Distance between bolts and edge [d] 1.20 - EN 1993-1-8: tab 3.3
Concrete breakout resistance check Both EN 1992-4: 7.2.1.4 and 7.2.2.5
Use calculated αb in bearing check. Yes EN 1993-1-8: tab 3.4
Cracked concrete Yes EN 1992-4
Local deformation check Yes CIDECT DG 1, 3 - 1.1
Local deformation limit 0.03 - CIDECT DG 1, 3 - 1.1
Geometrical nonlinearity (GMNA) Yes Analysis with large deformations for hollow section joints
Braced system No EN 1993-1-8: 5.2.2.5
