Project:

Project no:
Author:

Project data
Project name
Project number
Author
Description
Date 6/10/2025
Code EN

Material
Steel S 235, S 275
Concrete C25/30

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
M5 10 - RO133X4 -90.0 -51.3 0.0 0 0 -250

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
Project:
Project no:
Author:
M5 / end Node 0

B-Top flange 1
Project:
Project no:
Author:

End plate (EP2)

Project:
Project no:
Author:
Cross-sections

Name Material
5 - HEA400 S 235
4 - IPE500 S 235
3 - IPE100 S 235
10 - RO133X4 S 235

Cross-sections

Name Material Drawing

5 - HEA400 S 235

4 - IPE500 S 235

3 - IPE100 S 235
Project:
Project no:
Author:

10 - RO133X4 S 235

Bolts

Diameter fy fu Gross area

Name
[mm] [MPa] [MPa] [mm2]
M33 8.8 33 640.0 800.0 855
M12 8.8 12 640.0 800.0 113
M20 8.8 20 640.0 800.0 314

Load effects (forces in equilibrium)

N Vy Vz Mx My Mz
Name Member
[kN] [kN] [kN] [kNm] [kNm] [kNm]
LE1 C / End -565.4 0.0 -61.6 0.0 -461.6 0.0
B / End 0.0 0.0 -285.7 0.0 348.7 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
M5 / End -140.0 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 -61.6 87.5 389.0 35.0 -112.9 0.0

Check
Summary

Name Value Check status

Analysis 100.0% OK
Plates 4.7 < 5.0% OK
Loc. deformation 0.2 < 3% OK
Bolts 96.6 < 100% OK
Welds 105.5 > 100% Not OK!
Buckling Not calculated

Plates

Name Material tp Loads σEd εPl σc,Ed Status

Project:
Project no:
Author:
[mm] [MPa] [%] [MPa]
C-bfl 1 S 235 19.0 LE1 237.7 1.3 0.0 OK
C-tfl 1 S 235 19.0 LE1 243.7 4.2 189.3 OK
C-w 1 S 235 11.0 LE1 244.9 4.7 0.0 OK
B-bfl 1 S 235 16.0 LE1 239.2 2.0 0.0 OK
B-tfl 1 S 235 16.0 LE1 235.1 0.0 0.0 OK
B-w 1 S 235 10.2 LE1 237.4 1.1 0.0 OK
M3-bfl 1 S 235 5.7 LE1 0.4 0.0 0.0 OK
M3-tfl 1 S 235 5.7 LE1 0.4 0.0 0.0 OK
M3-w 1 S 235 4.1 LE1 1.9 0.0 0.6 OK
M4-bfl 1 S 235 5.7 LE1 0.7 0.0 0.0 OK
M4-tfl 1 S 235 5.7 LE1 0.7 0.0 0.0 OK
M4-w 1 S 235 4.1 LE1 3.2 0.0 0.5 OK
M5 S 235 4.0 LE1 236.6 0.8 0.0 OK
EP2 S 275 22.0 LE1 278.9 1.9 189.3 OK
STIFF2a S 275 14.0 LE1 275.3 0.1 0.0 OK
STIFF2b S 275 14.0 LE1 275.4 0.2 0.0 OK
STIFF2c S 275 14.0 LE1 278.9 1.8 0.0 OK
STIFF2d S 275 14.0 LE1 279.0 1.9 0.0 OK
FP1 S 275 14.0 LE1 176.1 0.0 0.6 OK
FP2 S 275 14.0 LE1 183.2 0.0 0.5 OK
CPL1a S 275 10.0 LE1 214.8 0.0 73.8 OK
CPL1b S 275 10.0 LE1 275.1 0.1 0.0 OK
CPL1c S 275 10.0 LE1 275.7 0.3 33.4 OK

Design data

fy εlim
Material
[MPa] [%]
S 235 235.0 5.0
S 275 275.0 5.0

Loc. deformation

d0 δ δlim δ/d0
Name Loads Check status
[mm] [mm] [mm] [%]
M5 133 LE1 0 4 0.2 OK
Project:
Project no:
Author:

Overall check, LE1

Strain check, LE1

Project:
Project no:
Author:

Equivalent stress, LE1

Bolts

Ft,Ed Fv,Ed Fb,Rd Utt Uts Utts

Shape Item Grade Loads Detailing Status
[kN] [kN] [kN] [%] [%] [%]
B1 M33 8.8 - 1 LE1 386.3 20.4 305.1 96.6 7.6 76.7 OK OK
B2 M33 8.8 - 1 LE1 383.7 19.8 305.1 96.0 7.4 76.0 OK OK
B3 M33 8.8 - 1 LE1 71.2 4.6 451.4 17.8 1.7 14.4 OK OK
B4 M33 8.8 - 1 LE1 69.1 3.0 451.4 17.3 1.1 13.5 OK OK
B5 M33 8.8 - 1 LE1 5.8 184.0 451.4 1.5 69.0 70.1 OK OK
B6 M33 8.8 - 1 LE1 6.7 179.3 451.4 1.7 67.3 68.5 OK OK
B7 M33 8.8 - 1 LE1 86.6 55.2 305.1 21.7 20.7 36.2 OK OK
B8 M33 8.8 - 1 LE1 83.5 55.6 305.1 20.9 20.9 35.8 OK OK

B9 M12 8.8 - 2 LE1 0.1 0.0 35.4 0.1 0.0 0.1 OK OK

B10 M12 8.8 - 2 LE1 0.1 0.0 35.4 0.2 0.0 0.1 OK OK

B11 M20 8.8 - 3 LE1 0.2 3.5 94.6 0.2 3.7 3.8 OK OK
Project:
Project no:
Author:

B12 M20 8.8 - 3 LE1 0.6 2.6 113.9 0.4 2.8 3.1 OK OK

Design data

Ft,Rd Bp,Rd Fv,Rd

Grade
[kN] [kN] [kN]
M33 8.8 - 1 399.7 543.4 266.5
M12 8.8 - 2 48.6 42.3 32.4
M20 8.8 - 3 141.1 206.0 94.1

Welds

Tw L σw,Ed σ⏊ τ⏊ τ||
Load εPl Ut Utc Detailin Statu
Item Edge [mm [mm [MPa [MPa [MPa [MPa
s [%] [%] [%] g s
] ] ] ] ] ]
◢
- 101. 100. Not
EP2 B-bfl 1 7.0 200 LE1 410.2 8.4 -96.9 16.6 Not OK!
229.5 3 4 OK!
◣
◢
18. - 105. 104. Not
7.0 199 LE1 427.0 195.0 -7.5 Not OK!
8 260.9 5 0 OK!
◣
◢
- -
EP2 B-tfl 1 7.0 199 LE1 261.8 0.0 52.7 64.7 43.8 Not OK! OK
109.8 126.7
◣
◢
-
7.0 200 LE1 353.9 0.0 178.0 107.3 87.4 79.1 Not OK! OK
140.3
◣
◢
11. - - 102. 100. Not
EP2 B-w 1 5.0 483 LE1 414.6 -92.8 Not OK!
1 193.1 190.5 5 0 OK!
◣
◢
11. - 102. 100. Not
5.0 483 LE1 414.7 191.7 93.0 Not OK!
2 189.1 5 0 OK!
◣
◢
C-bfl STIFF2
7.0 124 LE1 220.1 0.0 103.8 110.8 -17.1 54.4 40.4 Not OK! OK
1 a
◣
◢
-
7.0 124 LE1 370.7 0.0 174.4 -22.1 91.6 60.2 Not OK! OK
211.6
◣
◢
STIFF2 -
C-w 1 7.0 312 LE1 172.9 0.0 -66.6 11.2 42.7 31.8 Not OK! OK
a 127.3
◣
◢
7.0 312 LE1 120.7 0.0 -64.3 -25.2 53.3 29.8 25.0 Not OK! OK
◣
◢
STIFF2 - -
C-tfl 1 7.0 124 LE1 354.6 0.0 -89.1 87.6 68.4 Not OK! OK
a 175.3 154.1
◣
◢
-
7.0 124 LE1 230.0 0.0 18.7 -4.4 56.8 33.8 Not OK! OK
132.3
◣
Project:
Project no:
Author:
◢
C-bfl STIFF2 - -
7.0 124 LE1 344.0 0.0 -13.6 85.0 55.2 Not OK! OK
1 b 198.6 161.6
◣
◢
7.0 124 LE1 157.3 0.0 64.4 -27.4 78.2 38.9 33.5 Not OK! OK
◣
◢
STIFF2
C-w 1 7.0 312 LE1 104.8 0.0 -28.9 -26.0 52.0 25.9 22.6 Not OK! OK
b
◣
◢
-
7.0 312 LE1 195.9 0.0 38.9 -76.3 48.4 39.1 Not OK! OK
127.8
◣
◢
STIFF2
C-tfl 1 7.0 124 LE1 287.9 0.0 29.3 2.4 165.3 71.1 41.4 Not OK! OK
b
◣
◢
-
7.0 124 LE1 390.9 0.0 177.2 78.3 96.6 71.7 Not OK! OK
200.6
◣
◢
C-bfl STIFF2
7.0 124 LE1 121.3 0.0 40.2 65.1 10.9 30.0 23.3 Not OK! OK
1 c
◣
◢
7.0 124 LE1 189.9 0.0 -44.2 69.2 -81.2 46.9 38.1 Not OK! OK
◣
◢
STIFF2 - -
C-w 1 7.0 311 LE1 396.7 0.0 49.7 98.0 75.1 Not OK! OK
c 113.3 196.9
◣
◢
-
7.0 312 LE1 357.9 0.0 122.0 117.5 88.4 74.8 Not OK! OK
154.7
◣
◢
STIFF2 -
C-tfl 1 7.0 124 LE1 397.2 0.4 145.1 148.8 98.2 79.6 Not OK! OK
c 153.1
◣
◢
-
7.0 124 LE1 397.1 0.3 -51.2 83.7 98.1 67.1 Not OK! OK
211.4
◣
◢
C-bfl STIFF2
7.0 124 LE1 187.7 0.0 -44.4 -68.2 80.3 46.4 37.7 Not OK! OK
1 d
◣
◢
7.0 124 LE1 120.7 0.0 40.7 -64.5 -12.1 29.8 23.0 Not OK! OK
◣
◢
STIFF2 -
C-w 1 7.0 312 LE1 355.8 0.0 125.8 150.6 87.9 74.9 Not OK! OK
d 119.4
◣
◢
7.0 311 LE1 396.6 0.0 61.0 113.4 195.8 98.0 75.2 Not OK! OK
◣
◢
STIFF2
C-tfl 1 7.0 124 LE1 397.2 0.3 -62.2 215.6 -69.2 98.1 69.2 Not OK! OK
d
◣
◢
-
7.0 124 LE1 397.5 0.5 137.7 166.0 98.2 83.5 Not OK! OK
137.1
◣
◢
-
C-w 1 FP1 7.0 80 LE1 293.4 0.0 46.9 5.4 72.5 57.9 Not OK! OK
167.1
◣
◢
7.0 80 LE1 320.8 0.0 -27.0 25.4 182.8 79.3 66.5 Not OK! OK
◣
Project:
Project no:
Author:
◢
-
C-w 1 FP2 7.0 80 LE1 287.9 0.0 43.8 10.4 71.1 55.0 Not OK! OK
164.0
◣
◢
7.0 80 LE1 293.4 0.0 -31.8 22.4 166.9 72.5 61.8 Not OK! OK
◣
◢
C-w 1 CPL1a 8.0 149 LE1 158.5 0.0 -81.2 -73.9 -26.6 39.2 31.8 Not OK! OK
◣
◢
8.0 149 LE1 169.7 0.0 -76.9 84.2 23.1 41.9 34.0 Not OK! OK
◣
CPL1 ◢ - -
CPL1c 148 LE1 369.6 0.0 -69.0 91.3 60.8 OK OK
b 10.0 175.4 174.7
◢
- -
C-w 1 CPL1c 5.0 239 LE1 326.3 0.0 51.5 80.6 66.0 Not OK! OK
148.1 159.8
◣
◢
-
5.0 239 LE1 312.2 0.0 147.6 -47.0 77.2 58.5 Not OK! OK
159.7
◣
CPL1 ◢ -
M5 405 LE1 315.9 0.0 155.1 26.9 78.1 28.9 Not OK! OK
b 5.0 159.4

Design data

fu βw σw,Rd 0.9 σ
Material
[MPa] [-] [MPa] [MPa]
S 275 430.0 0.85 404.7 309.6

Buckling

Buckling analysis was not calculated.

Bill of material
Manufacturing operations

Plates Welds Length

Name Shape Nr. Bolts Nr.
[mm] Throat thickness [mm] [mm]
CUT3

Double fillet: 7.0 400.0

EP2 P22.0x300.0-670.0 (S 275) 1 M33 8.8 8
Double fillet: 5.0 484.0

STIFF2 P14.0x144.5-352.0 (S 275) 4 Double fillet: 7.0 2244.0

Project:
Project no:
Author:

FP1 P14.0x102.0-80.0 (S 275) 1 Double fillet: 7.0 80.0 M12 8.8 1

FP2 P14.0x122.0-80.0 (S 275) 1 Double fillet: 7.0 80.0 M12 8.8 1

Double fillet: 8.0 150.0

CPL1 P10.0x150.0-150.0 (S 275) 1 Fillet: 10.0 150.0 M20 8.8 2
Fillet: 5.0 405.1

P10.0x153.0-153.0 (S 275) 1

P10.0x322.4-150.0 (S 275) 1

Welds

Throat thickness Leg size Length

Type Material
[mm] [mm] [mm]
Double fillet S 275 7.0 9.9 2804.0
Double fillet S 275 5.0 7.1 724.1
Double fillet S 275 8.0 11.3 150.0
Fillet S 275 10.0 14.1 150.0
Fillet S 275 5.0 7.1 405.1

Bolts

Grip length
Name Count
[mm]
M33 8.8 41 8
M12 8.8 18 2
M20 8.8 20 2
Project:
Project no:
Author:
Drawing

EP2

P22.0x670-300 (S 275)

STIFF2

P14.0x352-144 (S 275)
Project:
Project no:
Author:
FP1

P14.0x80-102 (S 275)
Project:
Project no:
Author:
FP2

P14.0x80-122 (S 275)
Project:
Project no:
Author:
CPL1 - CPL1a

P10.0x150-150 (S 275)
Project:
Project no:
Author:
CPL1 - CPL1b

P10.0x153-153 (S 275)
Project:
Project no:
Author:
CPL1 - CPL1c

P10.0x150-322 (S 275)

C, HEA400 - Top flange 1:

Project:
Project no:
Author:
M3, IPE100 - Web 1:

M4, IPE100 - Web 1:

Symbol explanation
Symbol Explanation
tp Plate thickness
σEd Equivalent stress
εPl Plastic strain
σc,Ed Contact stress
fy Yield strength
εlim Limit of plastic strain
Ft,Ed Tension force
Fv,Ed Resultant of bolt shear forces Vy and Vz in shear planes
Project:
Project no:
Author:
Fb,Rd Plate bearing resistance EN 1993-1-8 – Tab. 3.4
Utt Utilization in tension
Uts Utilization in shear
Utts Interaction of tension and shear EN 1993-1-8 – Tab. 3.4
Ft,Rd Bolt tension resistance EN 1993-1-8 – Tab. 3.4
Bp,Rd Punching shear resistance EN 1993-1-8 – Tab. 3.4
Fv,Rd Bolt shear resistance EN 1993-1-8 – Tab. 3.4
Tw Throat thickness a
L Length
σw,Ed Equivalent stress
σ⏊ Perpendicular stress
τ⏊ Shear stress perpendicular to weld axis
τ|| Shear stress parallel to weld axis
Ut Utilization
Utc Weld capacity estimation
◢ Fillet weld
fu Ultimate strength of weld
βw Correlation factor EN 1993-1-8 – Tab. 4.1
σw,Rd Equivalent stress resistance
0.9 σ Perpendicular stress resistance: 0.9*fu/γM2
d0 Cross-section size
δ Local cross-section deformation
δlim Allowed deformation

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
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