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Project data

Project name
Project number
Author
Description
Date13.08.2026
Design codeEN

Geometry


Analyzed members

M42

PropertyValue
NameM42
MembersM42, M43, M44, M48
Cross-sectionIPE220
Length3,20 m
ey0 mm
ez0 mm
Begin(-3,20; -2,50; 2,50) m
End(0,00; -2,50; 2,50) m

Related members

M1

PropertyValue
NameM1
MembersM1, M2
Cross-sectionHE220B(HEB220)
Length5,00 m
ey0 mm
ez0 mm
Begin(-3,20; -2,50; 0,00) m
End(-3,20; -2,50; 5,00) m
Support Begin■ X | ■ Y | ■ Z | □ Rx | ■ Ry | □ Rz
Support End□ X | ■ Y | □ Z | □ Rx | □ Ry | □ Rz

M31

PropertyValue
NameM31
MembersM31
Cross-sectionIPE220
Length2,50 m
ey0 mm
ez0 mm
Begin(-3,20; -2,50; 2,50) m
End(-3,20; 0,00; 2,50) m
Support■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz

M57

PropertyValue
NameM57
MembersM57
Cross-sectionIPE120
Length2,50 m
ey0 mm
ez0 mm
Begin(-2,40; -2,50; 2,50) m
End(-2,40; 0,00; 2,50) m
Support■ X | ■ Y | ■ Z | ■ Rx | □ Ry | □ Rz

M59

PropertyValue
NameM59
MembersM59
Cross-sectionIPE120
Length2,50 m
ey0 mm
ez0 mm
Begin(-1,60; -2,50; 2,50) m
End(-1,60; 0,00; 2,50) m
Support■ X | ■ Y | ■ Z | ■ Rx | □ Ry | □ Rz

M61

PropertyValue
NameM61
MembersM61
Cross-sectionIPE120
Length2,50 m
ey0 mm
ez0 mm
Begin(-0,80; -2,50; 2,50) m
End(-0,80; 0,00; 2,50) m
Support■ X | ■ Y | ■ Z | ■ Rx | □ Ry | □ Rz

M7

PropertyValue
NameM7
MembersM7, M8
Cross-sectionHE220B(HEB220)
Length5,00 m
ey0 mm
ez0 mm
Begin(0,00; -2,50; 0,00) m
End(0,00; -2,50; 5,00) m
Support Begin■ X | ■ Y | ■ Z | □ Rx | ■ Ry | □ Rz
Support End□ X | ■ Y | □ Z | □ Rx | □ Ry | □ Rz

M35

PropertyValue
NameM35
MembersM35
Cross-sectionIPE220
Length2,50 m
ey0 mm
ez0 mm
Begin(0,00; -2,50; 2,50) m
End(0,00; 0,00; 2,50) m
Support■ X | ■ Y | ■ Z | □ Rx | □ Ry | □ Rz

M63

PropertyValue
NameM63
MembersM63
Cross-sectionIPE220
Length1,60 m
ey0 mm
ez0 mm
Begin(0,00; -2,50; 2,50) m
End(1,60; -2,50; 2,50) m
Support□ X | □ Y | ■ Z | □ Rx | □ Ry | □ Rz

Cross-section

IPE220, Material: S 355
IPE220, Material: S 355
IPE120, Material: S 355
IPE120, Material: S 355
HE220B(HEB220), Material: S 355
HE220B(HEB220), Material: S 355

Loading

LE7 – Type ULS

Line load

Member
Begin
[m]
End
[m]
X
[kN/m]
Y
[kN/m]
Z
[kN/m]
Location
Width
[mm]
Ey
[mm]
M42 0,00 0,40 0,0 0,0 -4,7 Member axis 0 0
M42 0,80 1,20 0,0 0,0 -4,7 Member axis 0 0
M42 1,60 2,00 0,0 0,0 -4,7 Member axis 0 0
M42 2,40 2,80 0,0 0,0 -4,7 Member axis 0 0
-0,05 0,05 157,5 -0,4 261,0 Member axis 0 0
-0,05 0,05 157,5 0,1 -41,1 Member axis 0 0
-0,05 0,05 157,5 -0,3 -343,3 Member axis 0 0
-0,05 0,05 157,6 0,3 -645,4 Member axis 0 0
M1 0,00 5,00 -13,4 0,0 5,9 Member axis 0 0
M31 0,00 2,50 0,0 0,0 -23,9 Member axis 0 0
M57 0,00 2,50 0,0 0,0 -21,2 Member axis 0 0
M59 0,00 2,50 0,0 0,0 -21,2 Member axis 0 0
M61 0,00 2,50 0,0 0,0 -21,2 Member axis 0 0
M7 0,00 5,00 -13,4 0,0 0,0 Member axis 0 0
M35 0,00 2,50 0,0 0,0 -23,9 Member axis 0 0
M63 0,00 1,60 0,0 0,0 -23,8 Member axis 0 0

Point load

Member
N
[kN]
Vy
[kN]
Vz
[kN]
Mx
[kN]
My
[kN]
Mz
[kN]
M1 / Begin 173,1 0,0 -17,8 0,0 40,6 0,0
M1 / End -49,9 0,0 4,2 0,0 10,8 0,0
M31 / End 0,0 0,0 29,9 0,0 0,0 0,0
M57 / End 0,1 0,0 26,4 0,0 0,0 0,0
M59 / End 0,0 0,0 26,4 0,0 0,0 0,0
M61 / End 0,1 0,0 26,4 0,0 0,0 0,0
M7 / Begin 333,1 0,0 -11,6 0,0 38,1 0,0
M7 / End -115,7 0,0 32,0 0,0 47,1 0,0
M35 / End 0,0 0,0 29,9 0,0 0,0 0,0
M63 / End -36,2 0,0 -13,8 0,0 -12,4 0,0

LE8 – Type ULS

Line load

Member
Begin
[m]
End
[m]
X
[kN/m]
Y
[kN/m]
Z
[kN/m]
Location
Width
[mm]
Ey
[mm]
M42 0,00 0,40 0,0 0,0 -5,0 Member axis 0 0
M42 0,80 1,20 0,0 0,0 -5,0 Member axis 0 0
M42 1,60 2,00 0,0 0,0 -5,0 Member axis 0 0
M42 2,40 2,80 0,0 0,0 -5,0 Member axis 0 0
-0,05 0,05 157,5 -0,6 260,3 Member axis 0 0
-0,05 0,05 157,6 0,1 -45,1 Member axis 0 0
-0,05 0,05 157,6 -0,3 -350,4 Member axis 0 0
-0,05 0,05 157,7 0,1 -655,8 Member axis 0 0
M1 0,00 5,00 -14,1 0,0 5,9 Member axis 0 0
M31 0,00 2,50 0,0 0,0 -24,2 Member axis 0 0
M57 0,00 2,50 0,0 0,0 -21,3 Member axis 0 0
M59 0,00 2,50 0,0 0,0 -21,3 Member axis 0 0
M61 0,00 2,50 0,0 0,0 -21,3 Member axis 0 0
M7 0,00 5,00 -14,1 0,0 0,0 Member axis 0 0
M35 0,00 2,50 0,0 0,0 -24,2 Member axis 0 0
M63 0,00 1,60 0,0 0,0 -24,1 Member axis 0 0

Point load

Member
N
[kN]
Vy
[kN]
Vz
[kN]
Mx
[kN]
My
[kN]
Mz
[kN]
M1 / Begin 177,0 0,0 -18,0 0,0 42,0 0,0
M1 / End -50,0 0,0 4,5 0,0 11,4 0,0
M31 / End 0,0 0,0 30,2 0,0 0,0 0,0
M57 / End 0,1 0,0 26,6 0,0 0,0 0,0
M59 / End 0,0 0,0 26,6 0,0 0,0 0,0
M61 / End 0,0 0,0 26,6 0,0 0,0 0,0
M7 / Begin 340,5 0,0 -11,4 0,0 39,2 0,0
M7 / End -117,6 0,0 32,1 0,0 48,1 0,0
M35 / End 0,0 0,0 30,2 0,0 0,0 0,0
M63 / End -36,5 0,0 -13,8 0,0 -12,6 0,0

LE9 – Type ULS

Line load

Member
Begin
[m]
End
[m]
X
[kN/m]
Y
[kN/m]
Z
[kN/m]
Location
Width
[mm]
Ey
[mm]
M42 0,00 0,40 0,0 0,0 -5,0 Member axis 0 0
M42 0,80 1,20 0,0 0,0 -5,0 Member axis 0 0
M42 1,60 2,00 0,0 0,0 -5,0 Member axis 0 0
M42 2,40 2,80 0,0 0,0 -5,0 Member axis 0 0
-0,05 0,05 157,5 -0,6 260,3 Member axis 0 0
-0,05 0,05 157,6 0,1 -45,1 Member axis 0 0
-0,05 0,05 157,6 -0,3 -350,5 Member axis 0 0
-0,05 0,05 157,7 0,1 -655,8 Member axis 0 0
M1 0,00 5,00 -14,1 0,0 5,9 Member axis 0 0
M31 0,00 2,50 0,0 0,0 -24,2 Member axis 0 0
M57 0,00 2,50 0,0 0,0 -21,3 Member axis 0 0
M59 0,00 2,50 0,0 0,0 -21,3 Member axis 0 0
M61 0,00 2,50 0,0 0,0 -21,3 Member axis 0 0
M7 0,00 5,00 -14,1 0,0 0,0 Member axis 0 0
M35 0,00 2,50 0,0 0,0 -24,2 Member axis 0 0
M63 0,00 1,60 0,0 0,0 -24,1 Member axis 0 0

Point load

Member
N
[kN]
Vy
[kN]
Vz
[kN]
Mx
[kN]
My
[kN]
Mz
[kN]
M1 / Begin 177,0 0,0 -18,0 0,0 42,0 0,0
M1 / End -50,0 0,0 4,5 0,0 11,4 0,0
M31 / End 0,0 0,0 30,2 0,0 0,0 0,0
M57 / End 0,1 0,0 26,6 0,0 0,0 0,0
M59 / End 0,0 0,0 26,6 0,0 0,0 0,0
M61 / End 0,0 0,0 26,6 0,0 0,0 0,0
M7 / Begin 340,5 0,0 -11,4 0,0 39,2 0,0
M7 / End -117,6 0,0 32,1 0,0 48,1 0,0
M35 / End 0,0 0,0 30,2 0,0 0,0 0,0
M63 / End -36,5 0,0 -13,8 0,0 -12,6 0,0

Results

Materially non-linear analysis (MNA)

Summary

Load
Applied loads
[%]
ULS 1 100,0
ULS 2 100,0
ULS 3 100,0

Eq. stress ,LC9
Eq. stress ,LC9
Plastic strain ,LC9
Plastic strain ,LC9

Plates

Part
Name
Material
Th
[mm]
Load
σEd
[MPa]
εPl
[%]
Check
M42 Bottom flange 1 S 355 9 ULS 3 193,3 0,0 OK
Top flange 1 S 355 9 ULS 1 167,9 0,0 OK
Web 1 S 355 6 ULS 3 301,5 0,0 OK
M1 Bottom flange 1 S 355 16 ULS 1 18,7 0,0 OK
Top flange 1 S 355 16 ULS 2 77,4 0,0 OK
Web 1 S 355 10 ULS 2 131,2 0,0 OK
M31 Bottom flange 1 S 355 9 ULS 3 46,9 0,0 OK
Top flange 1 S 355 9 ULS 3 46,7 0,0 OK
Web 1 S 355 6 ULS 3 196,1 0,0 OK
M57 Bottom flange 1 S 355 6 ULS 3 173,2 0,0 OK
Top flange 1 S 355 6 ULS 3 110,4 0,0 OK
Web 1 S 355 4 ULS 3 105,2 0,0 OK
M59 Bottom flange 1 S 355 6 ULS 3 123,0 0,0 OK
Top flange 1 S 355 6 ULS 3 121,7 0,0 OK
Web 1 S 355 4 ULS 3 104,5 0,0 OK
M61 Bottom flange 1 S 355 6 ULS 2 134,8 0,0 OK
Top flange 1 S 355 6 ULS 3 111,2 0,0 OK
Web 1 S 355 4 ULS 3 102,2 0,0 OK
M7 Bottom flange 1 S 355 16 ULS 1 165,5 0,0 OK
Top flange 1 S 355 16 ULS 1 91,5 0,0 OK
Web 1 S 355 10 ULS 3 187,3 0,0 OK
M35 Bottom flange 1 S 355 9 ULS 3 46,5 0,0 OK
Top flange 1 S 355 9 ULS 3 46,5 0,0 OK
Web 1 S 355 6 ULS 3 121,4 0,0 OK
M63 Bottom flange 1 S 355 9 ULS 1 38,8 0,0 OK
Top flange 1 S 355 9 ULS 3 61,9 0,0 OK
Web 1 S 355 6 ULS 3 53,7 0,0 OK
2 End plate (EP1) S 355 16 ULS 2 59,2 0,0 OK
Fin plate (SHP1) S 355 8 ULS 3 176,5 0,0 OK
25 End plate (EP1) S 355 4 ULS 2 204,2 0,0 OK
27 End plate (EP1) S 355 4 ULS 3 135,5 0,0 OK
28 End plate (EP1) S 355 4 ULS 3 231,0 0,0 OK
11 End plate (EP1) S 355 10 ULS 1 40,1 0,0 OK
End plate (EP2) S 355 10 ULS 3 290,5 0,0 OK
Widener (WID1a) S 355 8 ULS 3 300,0 0,0 OK
Widener (WID1b) S 355 8 ULS 1 274,4 0,0 OK
Fin plate (SHP1) S 355 8 ULS 3 144,2 0,0 OK

Design data

Material
fy
[MPa]
εlim
[%]
S 355 355,0 5,0

Linear buckling analysis (LBA)

Buckling

Normalized deflection, LE9, Buckling shape 1
Normalized deflection, LE9, Buckling shape 1
Loads
1
[-]
2
[-]
3
[-]
4
[-]
5
[-]
6
[-]
ULS 1 1,70 12,24 17,30 18,88 19,06 19,67
ULS 2 1,69 12,11 17,26 18,80 18,98 19,59
ULS 3 1,69 12,11 17,26 18,80 18,98 19,59

Geometrically and materially non-linear analysis with imperfections (GMNIA)

Summary

Load
Applied loads
[%]
ULS 1 100,0
ULS 2 100,0
ULS 3 100,0

Imperfections

Loads
1
2
3
4
5
6
ULS 1 Buckling factor [-] 1,70 12,24 17,30 18,88 19,06 19,67
Amplitude [mm] 16 0 0 0 0 0
ULS 2 Buckling factor [-] 1,69 12,11 17,26 18,80 18,98 19,59
Amplitude [mm] 16 0 0 0 0 0
ULS 3 Buckling factor [-] 1,69 12,11 17,26 18,80 18,98 19,59
Amplitude [mm] 16 0 0 0 0 0

Eq. stress ,LC9
Eq. stress ,LC9
Plastic strain ,LC9
Plastic strain ,LC9

Plates

Part
Name
Material
Th
[mm]
Load
σEd
[MPa]
εPl
[%]
Check
M42 Bottom flange 1 S 355 9 ULS 3 214,4 0,0 OK
Top flange 1 S 355 9 ULS 3 237,9 0,0 OK
Web 1 S 355 6 ULS 3 357,5 1,2 OK
M1 Bottom flange 1 S 355 16 ULS 1 16,4 0,0 OK
Top flange 1 S 355 16 ULS 3 120,8 0,0 OK
Web 1 S 355 10 ULS 3 141,3 0,0 OK
M31 Bottom flange 1 S 355 9 ULS 3 46,4 0,0 OK
Top flange 1 S 355 9 ULS 3 47,2 0,0 OK
Web 1 S 355 6 ULS 3 216,1 0,0 OK
M57 Bottom flange 1 S 355 6 ULS 3 356,3 0,6 OK
Top flange 1 S 355 6 ULS 3 355,9 0,4 OK
Web 1 S 355 4 ULS 3 355,1 0,1 OK
M59 Bottom flange 1 S 355 6 ULS 3 315,8 0,3 OK
Top flange 1 S 355 6 ULS 3 355,9 0,4 OK
Web 1 S 355 4 ULS 3 355,1 0,1 OK
M61 Bottom flange 1 S 355 6 ULS 3 319,6 0,3 OK
Top flange 1 S 355 6 ULS 3 355,4 0,2 OK
Web 1 S 355 4 ULS 3 324,1 0,0 OK
M7 Bottom flange 1 S 355 16 ULS 3 203,3 0,0 OK
Top flange 1 S 355 16 ULS 1 101,2 0,0 OK
Web 1 S 355 10 ULS 3 224,0 0,0 OK
M35 Bottom flange 1 S 355 9 ULS 3 46,2 0,0 OK
Top flange 1 S 355 9 ULS 3 46,9 0,0 OK
Web 1 S 355 6 ULS 1 147,2 0,0 OK
M63 Bottom flange 1 S 355 9 ULS 1 67,5 0,0 OK
Top flange 1 S 355 9 ULS 3 61,2 0,0 OK
Web 1 S 355 6 ULS 2 51,8 0,0 OK
2 End plate (EP1) S 355 16 ULS 3 117,6 0,0 OK
Fin plate (SHP1) S 355 8 ULS 3 196,6 0,0 OK
25 End plate (EP1) S 355 4 ULS 3 356,5 0,7 OK
27 End plate (EP1) S 355 4 ULS 3 356,7 0,8 OK
28 End plate (EP1) S 355 4 ULS 3 355,9 0,4 OK
11 End plate (EP1) S 355 10 ULS 2 60,2 0,0 OK
End plate (EP2) S 355 10 ULS 3 355,1 0,0 OK
Widener (WID1a) S 355 8 ULS 3 317,4 0,1 OK
Widener (WID1b) S 355 8 ULS 3 306,8 0,0 OK
Fin plate (SHP1) S 355 8 ULS 1 187,7 0,0 OK

Design data

Material
fy
[MPa]
εlim
[%]
S 355 355,0 5,0

Symbol explanation

Symbol
Explanation
σEd Eq. stress
εPl Strain
fy Yield strength
εlim Limit of plastic strain used in 2D plate element check

Code settings

Stop at limit strain No
Pretension force factor k 0,70 -
Friction coefficient in slip-resistance 0,30 -
γ M2 1,25 -
Anchor length for stiffness calculation [d] 8
Limit plastic strain 500,0 1e-4
Division of surface of the biggest circular hollow member 64
Division of arcs of rectangular hollow and cold-formed sections 3
Number of elements on biggest member web or flange 12
Number of elements on biggest web of RHS member 16
Number of elements on individual plates 20
Number of analysis iterations 25
Divergent iterations count 3
Minimal size of element 8 mm
Maximal size of element 50 mm
Number of buckling modes 6

Software info

Application IDEA StatiCa MEMBER
Version 26.0.4.1425
Developed by IDEA StatiCa