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Date

Steel
Code
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Author
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Project:

Concrete
IA

Description
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Project no:

Material
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Project name
L IA

Project number
V L N ta
E V ID tiC Project data
R E E a
S R A
EN
IO S TR

S 275
C25/30
L N IO S
5/29/2025
ta IA
V ID N L
E E ID tiC
R A E a
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ID tiC ta L
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A a E
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ID tiC V L N
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a E E ID
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Project:

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Project no:
Author:

TR

A
R

E
Project item GP-24

E
a

ID
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Design

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Name GP-24
S

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Description

S
A

Analysis Stress, strain/ simplified loading

R
E
a

A
Members

V
tiC

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Geometry

ID
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ta

IA
β – Direction γ - Pitch α - Rotation Offset ex Offset ey Offset ez
Name Cross-section
[°] [°] [°] [mm] [mm] [mm]
S

N
TR

S
M1 8 - CH305/89/42 0.0 0.0 0.0 0 0 0

IO
A

R
M2 8 - CH305/89/42 180.0 45.0 180.0 0 0 0
E

E
S
M3 8 - CH305/89/42 0.0 45.0 0.0 0 0 0
a
ID

V
tiC

R
Supports and forces

L
N

X
ta

V
Name Support Forces in

IA
[mm]
IO

M1 / begin N-Vy-Vz-Mx-My-Mz Node 0

L
TR
S

IA
M1 / end N-Vy-Vz-Mx-My-Mz Node 0
A
R

M2 / end Mx-My-Mz Node 0

E

TR

M3 / end Mx-My-Mz Node a 0

ID

tiC

R
E
a
N

ta

V
tiC
IO

L
ta
S

IA
A
R

TR
E

ID
A
V

a
N
ID
L

tiC
IA

IO
N

ta
TR

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IO

S
E
S

T
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a
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ID
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a

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ID
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S

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Project:

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Project no:
A
Author:

TR

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a

ID
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IO
S

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A

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ID
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N
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A

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ID

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ID

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Cross-sections
S

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ta
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IA
Name Material
A
R

8 - CH305/89/42 S 275
E

TR
E

ID
A

Bolts
V

Diameter fy fu Gross area

N
ID
L

Name
[mm2]
tiC

[mm] [MPa] [MPa]

IA

IO

M16 8.8 16 640.0 800.0 201

N

ta
TR

S
IO

Load effects (Equilibrium not required)

R

N Vy Vz Mx My Mz
E
S

Name Member
A

[kN] [kN] [kN] [kNm] [kNm] [kNm]

T
V
R

LE4 M2 / End -45.0 0.0 0.0 0.0 0.0 0.0

a
E

ID
L

M3 / End -90.0 0.0 0.0 0.0 0.0 0.0

tiC
V
IA

N
L

ta
TR
IA

IO

S
TR

S
a

A
tiC

E
E

ID
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S

N
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S

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Project:

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Project no:
A
Author:

TR

A
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Check

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a

ID
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Summary

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L
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Name Value Check status

IA

IO
Analysis 100.0% OK
S

TR

S
Plates 0.0 < 5.0% OK
A

R
Bolts 38.3 < 100% OK

E
a

A
Welds Detailing OK

V
tiC

E
Buckling Not calculated

ID
L
ta

Plates

IA
S

N
tp σEd εPl σc,Ed

TR
Name Loads Status

S
[mm] [MPa] [%] [MPa]

IO
A

R
M1-bfl 1 13.7 LE4 85.4 0.0 0.0 OK
E

E
S
M1-tfl 1 13.7 LE4
a 98.3 0.0 0.0 OK
ID

V
tiC

R
M1-w 1 10.2 LE4 192.3 0.0 0.0 OK

E
M2-bfl 1 13.7 LE4 17.1 0.0 0.0 OK

L
N

ta

V
IA
M2-tfl 1 13.7 LE4 18.7 0.0 0.0 OK
IO

M2-w 1 10.2 LE4 73.5 0.0 0.0 OK

L
TR
S

IA
M3-bfl 1 13.7 LE4 37.8 0.0 0.0 OK
A
R

M3-tfl 1 13.7 LE4 34.0 0.0 0.0 OK

E

TR

M3-w 1 10.2 LE4 144.6 0.0 a 0.0 OK

ID

tiC

R
SP1 8.0 LE4 223.9 0.0 0.0 OK

E
a
N

ta

V
tiC

Design data
IO

fy εlim

L
Material
[MPa] [%]
ta
S

IA
A

S 275 275.0 5.0

R

TR
E

ID

Symbol explanation
A
V

tp
E

Plate thickness
a
N
ID
L

σEd Equivalent stress

tiC
IA

IO

εPl Plastic strain

N

σc,Ed
ta

Contact stress
TR

S
IO

fy Yield strength
R

εlim Limit of plastic strain

E
S

T
V
R

a
E

ID
L

tiC
V
IA

N
L

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a

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ID
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L
 R A A
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TR TR S S
IA IO S Author:
Project:

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Project no:

tiC L L
V

Overall check, LE4

V ID tiC
a E E E a
R R A
TR
S S TR
IA IO IO S IA
L L N N ta L
V V ID tiC
E E ID
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R R E A
S S A TR
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N N ta ta L
ID tiC tiC V
ID a E
E E a R
A A TR TR S
S S IA IA IO
N ta ta L N
tiC tiC L V
ID a V E
E a E R
A TR R S
S
TR
IA S IO
ta IA IO
L L N N
tiC V V ID
a E E ID
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T R R E A
S A
 R A A
S TR S S
S ta I A I O S Author:
Project:

ta t
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Project no:

t i CC at
V

Strain check, LE4

a E I D iC
a T
R E a
T RR S A T R
IIAA L IO S IA
L V N t a L
VE ID t i C
ER E a
R R S A TR
IA S IO
L IO N S I A
N t a L
V I t i
E I DD E C V
R E A a E
S AS R
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TR S
N t aa t IA IO
ID t iiCC L N
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S A a T E
T R R
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N ta I AA L IO
ID tiC L V N
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A TR R
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Project:

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Project no:

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Author:

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A

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ID

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A
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t
S

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a
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I

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S

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S

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a
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N St
D
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S EA
Equivalent stress, LE4
I
R
E

E ID
IO

Bolts
V

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

Shape Item Grade Loads Detailing Status
V N
L

[kN] [kN] [kN] [%] [%] [%]

R
A

IO

B1 M16 8.8 - 1 LE4 0.1 11.6 94.9 0.1 19.2 19.3 OK OK

I
TR

B2 M16 8.8 - 1 LE4 0.0 11.7 74.4 0.0 19.4 19.4 OK OK

TR ER

N
B3 M16 8.8 - 1 LE4 0.0 10.9 94.9 0.0 18.1 18.1 OK OK
L
a

B4 M16 8.8 - 1 LE4 0.0 10.8 74.4 0.0 18.0 18.0 OK OK

a V
tiC

I
S

B5 M16 8.8 - 1 LE4 0.0 22.1 94.9 0.0 36.7 36.7 OK OK

tiC AL

R
ta

B6 M16 8.8 - 1 LE4 0.0 21.8 74.4 0.0 36.2 36.2 OK OK

E
S

ta I

B7 M16 8.8 - 1 LE4 0.1 23.1 94.9 0.1 38.3 38.3 OK OK

S R

V
T

B8 M16 8.8 - 1 LE4 0.0 23.0 74.4 0.0 38.2 38.2 OK OK

L
E Ca

IA

Design data
TR

Ft,Rd Bp,Rd Fv,Rd

ID ati

Grade
[kN] [kN] [kN]
A

M16 8.8 - 1 90.4 131.6 60.3

N t

a
S

iC
A

L
at
E

A
 L
t
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Project:

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IA
E ID
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Project no:

TR
Author:

A
V N
R

E
O

Symbol explanation

a
ID

tiC
Ft,Ed Tension force
Fv,Ed Resultant of bolt shear forces Vy and Vz in shear planes

N
L

ta
Fb,Rd Plate bearing resistance EN 1993-1-8 – Tab. 3.4

IO

S
Utt Utilization in tension

S
Uts

A
Utilization in shear
R

E
Utts Interaction of tension and shear EN 1993-1-8 – Tab. 3.4
E

ID
Ft,Rd Bolt tension resistance EN 1993-1-8 – Tab. 3.4
V

Bp,Rd Punching shear resistance EN 1993-1-8 – Tab. 3.4

N
L

ta
Fv,Rd Bolt shear resistance EN 1993-1-8 – Tab. 3.4
IA

IO

S
Welds
TR

A
Tw L σw,Ed RεPl σ⏊ τ⏊ τ|| Ut Utc
Item Edge Loads Detailing Status
[mm] [mm] [MPa] [%] [MPa] [MPa] [MPa] [%] [%]
E
a

D
M1-w 1 SP1 ◢ 8.0 265 LE4 237.1 0.0 -104.5 -83.5 -90.2 57.0 34.4 OK OK
V
iC

SP1 M1-tfl 1 ◢ 8.0 599 LE4 115.2 0.0 -34.3 6.0 -63.2 27.7 14.2 OK OK

N
L
at

M1-w 1 SP1 ◢ 3.0 998 LE4 176.0 0.0 38.1 14.5 -98.2 42.3 26.4 OK OK
IA

IO
M1-w 1 SP1 ◢ 4.0 265 LE4 408.0 0.2 -210.0 -153.6 131.1 98.1 50.2 OK OK

ta
TR

S
Design data R

S
fu βw σw,Rd 0.9 σ
Material
E
a

[MPa] [-] [MPa] [MPa]

A
V
tiC

E
S 420 520.0 1.00 416.0 374.4

N
ID
L

Symbol explanation
ta

IA

IO
Tw Throat thickness a
S

N
TR

S
L Length
IO
A

σw,Ed Equivalent stress

R
E

E
S
a

εPl Strain
ID

V
tiC

σ⏊ Perpendicular stress
E

τ⏊ Shear stress perpendicular to weld axis

N

ta

V
IA

τ|| Shear stress parallel to weld axis

S

N
L

Ut Utilization
TR
IA

IO
A

Utc Weld capacity estimation

E

Fillet weld
TR

◢
S
a
ID

fu Ultimate strength of weld

tiC

βw Correlation factor EN 1993-1-8 – Tab. 4.1

E
a
N

ta

σw,Rd
V
tiC

Equivalent stress resistance

IO

0.9 σ Perpendicular stress resistance: 0.9*fu/γM2

S

L
ta
S

IA
A

Buckling
R

TR

Buckling analysis was not calculated.

E

ID
A
V

a
N
ID
L

iC
IO

L
at
N
S

A
 IO

L
t
N
Project:

ta
S

A
IO
Project no:

I
TR
Author:

E
R RS

A
V

a
Code settings
E

ID
L

tiC
V

Item Value
I A Unit Reference

N
L

ta
Safety factor γM0 1.00 - EN 1993-1-1 – 6.1

IO
T

S
Safety factor γM1 1.00 - EN 1993-1-1 – 6.1

S
a

Safety factor γM2 1.25 - EN 1993-1-1 – 6.1, EN 1993-1-8 – Table 2.1

A
tiC

E
Safety factor γM3 1.25 - EN 1993-1-8 – Table 2.1
E

D
Safety factor γC 1.50 - EN 1992-1-1 – 2.4.2.4
V

I
Safety factor γInst 1.20 - EN 1992-4 – Table 4.1

N
L

a
Joint coefficient βj 0.67 - EN 1993-1-8 – 6.2.5(7)
A

IO

t
Effective area - influence of mesh size 0.10 -

S
I
TR

Friction coefficient - concrete 0.25 - EN 1993-1-8

A
Friction coefficient in slip-resistance
R 0.30 - EN 1993-1-8 – Table 3.7

E
Limit plastic strain 0.05 - EN 1993-1-5
E
a

ID
Detailing Yes
V
iC

Distance between bolts [d0] 2.20 - EN 1993-1-8 – Table 3.3

N
L
at

Distance between bolts and edge [d0] 1.20 - EN 1993-1-8 – Table 3.3
IA

IO
Concrete breakout resistance check Both
TR

S
Cracked concrete Yes EN 1992-4
R
Local deformation check Yes
E
Local deformation limit 0.03 - CIDECT DG 1, 3 – 1.1
a

V
tiC

Geometrical nonlinearity (GMNA) Yes Analysis with large deformations for hollow section joints
Braced system No EN 1993-1-8 – 5.2.2.5

N
L
ta