Project: Node 423

Project no:
Author:

Project data
Project name Node 423
Project number
Author
Description SPACE GASS example
Date 11/29/2024
Code AS

Material
Steel STEEL_1, STEEL_2, C350

1 / 10
Project: Node 423
Project no:
Author:

Project item Member 150 - Member 152 - Member 753 - Member 754

Design
Name Member 150 - Member 152 - Member 753 - Member 754
Description
Analysis Fatigue

Members

Geometry

β – Direction γ - Pitch α - Rotation Offset ex Offset ey Offset ez

Name Cross-section
[°] [°] [°] [mm] [mm] [mm]
COL 1 - 400x16_SHS_1(RHS400x400) 0.0 90.0 -90.0 0 0 0
SP 18 - 300x16_SHS_18(RHS300x300) 90.0 0.0 -90.0 0 0 0
SD1 18 - 300x16_SHS_18(RHS300x300) 90.0 -42.5 0.0 0 0 0
SD2 18 - 300x16_SHS_18(RHS300x300) -90.0 -42.5 -180.0 0 0 0

Supports and forces

X
Name Support Forces in
[mm]
COL / begin N-Vy-Vz-Mx-My-Mz Position 0
COL / end Position 0
SP / begin Position 0
SD1 / begin Position 0
SD2 / end Position 0

2 / 10
Project: Node 423
Project no:
Author:

Cross-sections
Name Material
1-
C350
400x16_SHS_1(RHS400x400)
18 -
C350
300x16_SHS_18(RHS300x300)

Load effects
N Vy Vz Mx My Mz
Name Member
[kN] [kN] [kN] [kNm] [kNm] [kNm]
Reference COL / Begin 0.0 0.0 0.0 0.0 0.0 0.0
COL / End 0.0 0.0 0.0 0.0 0.0 0.0
SP / Begin 0.0 0.0 0.0 0.0 0.0 0.0
SD1 / Begin 0.0 0.0 0.0 0.0 0.0 0.0
SD2 / End 0.0 0.0 0.0 0.0 0.0 0.0
F-NWG(+Y) COL / Begin 100.5 5.7 -3.3 -12.4 -1.3 -8.5
COL / End -24.0 -10.9 -0.7 9.2 -3.4 -6.3
SP / Begin -3.2 3.0 -1.9 4.7 -1.4 -2.8
SD1 / Begin 58.9 -2.8 -1.4 0.0 -0.9 8.8
SD2 / End 48.1 -0.5 0.3 0.1 -0.9 6.3

Check

Summary
Name Value Check status
Plates 0.0 < 5.0% OK
GMNA Calculated

Plates
Fy tp σEd εPl σc,Ed
Name Loads Elastic Status
[MPa] [mm] [MPa] [%] [MPa]
COL 350.0 16.0 F-NWG(+Y) 37.7 0.0 0.0 OK OK
SP 350.0 16.0 F-NWG(+Y) 20.5 0.0 0.0 OK OK
SD1 350.0 16.0 F-NWG(+Y) 42.7 0.0 0.0 OK OK
SD2 350.0 16.0 F-NWG(+Y) 28.7 0.0 0.0 OK OK

Design data
Fy εlim
Material
[MPa] [%]
C350 350.0 5.0

3 / 10
 Project: Node 423
Project no:
Author:

Symbol explanation
Fy Yield strength
tp Plate thickness
σEd Equivalent stress
εPl Plastic strain
σc,Ed Contact stress
εlim Limit of plastic strain

Overall check, F-NWG(+Y)

4 / 10
 Project: Node 423
Project no:
Author:

Strain check, F-NWG(+Y)

Equivalent stress, F-NWG(+Y)

5 / 10
Project: Node 423
Project no:
Author:

Welds
Th L σmax τ τmax σ
Item Edge Section Loads Elastic
[mm] [mm] [MPa] [MPa] [MPa] [MPa]
COL-w 1 SP-w 1 COL-w 1 16.0 1080 F-NWG(+Y) -4.6 -0.9 -2.1 -2.6 OK
COL-w 1 SP-w 1 SP 16.0 1080 F-NWG(+Y) -7.0 7.2 8.0 -5.8 OK
COL-w 1 SD1-w 2 COL-w 1 16.0 399 F-NWG(+Y) 13.7 -1.5 2.1 8.0 OK
COL-w 1 SD1-w 2 SD1 16.0 399 F-NWG(+Y) -17.0 -5.9 -6.5 -14.9 OK
COL-w 1 SD2-w 2 COL-w 1 16.0 338 F-NWG(+Y) -11.5 -0.1 -1.9 -3.7 OK
COL-w 1 SD2-w 2 SD2 16.0 399 F-NWG(+Y) 10.4 5.6 6.1 9.8 OK
SP-w 4 SD1-w 1 SP-arc 13 16.0 333 F-NWG(+Y) -6.0 1.1 2.3 -2.8 OK
SP-w 4 SD1-w 1 SD1 16.0 594 F-NWG(+Y) -10.0 -2.2 -6.5 -2.5 OK
SP-w 2 SD2-w 1 SP-arc 4 16.0 333 F-NWG(+Y) 6.1 0.5 1.7 3.1 OK
SP-w 2 SD2-w 1 SD2 16.0 594 F-NWG(+Y) 10.8 -1.7 6.1 2.7 OK

Symbol explanation
Th Throat thickness of weld
L Length of weld
σmax Maximum normal stress
τ Shear stress corresponding to maximum normal stress
τmax Maximum shear stress
σ Normal stress corresponding to maximum shear stress

6 / 10
Project: Node 423
Project no:
Author:

Fatigue sections
L σmax τ τmax σ
Item Section Loads Elastic
[mm] [MPa] [MPa] [MPa] [MPa]
WPLN1 SP-w 1 220 F-NWG(+Y) -10.7 7.2 7.7 -8.3 OK
WPLN1 SP-arc 1 12 F-NWG(+Y) 4.4 6.2 7.6 4.0 OK
WPLN1 SP-arc 2 12 F-NWG(+Y) 5.4 3.7 3.7 5.4 OK
WPLN1 SP-arc 3 12 F-NWG(+Y) -2.6 -0.4 0.9 1.0 OK
WPLN1 SP-arc 4 12 F-NWG(+Y) -5.1 1.0 1.6 -4.4 OK
WPLN1 SP-w 2 220 F-NWG(+Y) -5.6 1.0 1.4 -2.5 OK
WPLN1 SP-arc 5 12 F-NWG(+Y) -0.5 0.3 0.3 -0.5 OK
WPLN1 SP-arc 6 12 F-NWG(+Y) 1.6 -0.7 -0.9 0.9 OK
WPLN1 SP-arc 7 12 F-NWG(+Y) 3.3 -0.1 -0.7 2.2 OK
WPLN1 SP-arc 8 12 F-NWG(+Y) 4.2 0.7 1.3 3.5 OK
WPLN1 SP-w 3 220 F-NWG(+Y) 4.6 0.9 1.8 1.9 OK
WPLN1 SP-arc 9 12 F-NWG(+Y) 0.7 1.8 1.8 0.7 OK
WPLN1 SP-arc 10 12 F-NWG(+Y) 0.4 1.7 1.7 0.4 OK
WPLN1 SP-arc 11 12 F-NWG(+Y) 0.2 0.9 1.1 0.2 OK
WPLN1 SP-arc 12 12 F-NWG(+Y) 0.1 1.4 1.4 0.1 OK
WPLN1 SP-w 4 220 F-NWG(+Y) 7.9 0.7 1.3 0.7 OK
WPLN1 SP-arc 13 12 F-NWG(+Y) 7.2 1.2 2.0 6.3 OK
WPLN1 SP-arc 14 12 F-NWG(+Y) 3.5 0.7 2.1 -1.6 OK
WPLN1 SP-arc 15 12 F-NWG(+Y) -9.1 4.7 4.7 -9.1 OK
WPLN1 SP-arc 16 12 F-NWG(+Y) -10.1 6.7 7.8 -8.8 OK
WPLN1 SD1-w 2 222 F-NWG(+Y) -4.4 -0.4 -1.1 -1.9 OK
WPLN1 SD1-arc 5 17 F-NWG(+Y) -3.6 0.6 0.6 -3.6 OK
WPLN1 SD1-arc 6 16 F-NWG(+Y) -3.8 0.3 0.6 -3.4 OK
WPLN1 SD1-arc 7 14 F-NWG(+Y) -2.6 -0.2 -0.4 -2.4 OK
WPLN1 SD1-arc 8 13 F-NWG(+Y) -1.9 -1.0 -1.2 -1.8 OK
WPLN1 SD1-w 3 220 F-NWG(+Y) -6.0 3.4 3.4 -6.0 OK
WPLN1 SD1-arc 9 13 F-NWG(+Y) -10.4 5.2 5.9 -7.8 OK
WPLN1 SD1-arc 10 14 F-NWG(+Y) -14.1 2.6 3.2 -12.8 OK
WPLN1 SD1-arc 11 16 F-NWG(+Y) -15.7 -8.4 -8.4 -14.8 OK
WPLN1 SD1-arc 12 17 F-NWG(+Y) -16.9 -9.8 -9.8 -16.9 OK
WPLN1 SD1-w 4 222 F-NWG(+Y) -20.1 -7.3 -8.6 -18.3 OK
WPLN1 SD2-w 2 222 F-NWG(+Y) 5.3 -0.2 -2.1 1.3 OK
WPLN1 SD2-arc 5 17 F-NWG(+Y) 4.3 0.9 0.9 4.3 OK
WPLN1 SD2-arc 6 16 F-NWG(+Y) 3.9 0.7 0.8 3.8 OK
WPLN1 SD2-arc 7 14 F-NWG(+Y) 2.5 -1.6 -1.7 2.3 OK
WPLN1 SD2-arc 8 13 F-NWG(+Y) 1.2 -2.4 -2.6 0.6 OK
WPLN1 SD2-w 3 220 F-NWG(+Y) 6.3 2.2 2.2 6.3 OK
WPLN1 SD2-arc 9 13 F-NWG(+Y) 9.0 0.1 0.8 7.2 OK
WPLN1 SD2-arc 10 14 F-NWG(+Y) 10.3 0.8 1.2 9.5 OK
WPLN1 SD2-arc 11 16 F-NWG(+Y) 11.5 -6.7 -6.7 11.5 OK
WPLN1 SD2-arc 12 17 F-NWG(+Y) 11.9 -7.4 -7.4 11.9 OK

7 / 10
Project: Node 423
Project no:
Author:

L σmax τ τmax σ
Item Section Loads Elastic
[mm] [MPa] [MPa] [MPa] [MPa]
WPLN1 SD2-w 4 222 F-NWG(+Y) 13.4 6.8 6.9 13.4 OK
WPLN2 SP-w 1 220 F-NWG(+Y) -5.6 7.1 7.9 -4.5 OK
WPLN2 SP-arc 1 12 F-NWG(+Y) 2.0 6.1 7.9 1.7 OK
WPLN2 SP-arc 2 12 F-NWG(+Y) 3.0 3.4 3.4 3.0 OK
WPLN2 SP-arc 3 12 F-NWG(+Y) 1.3 0.3 -1.5 -0.6 OK
WPLN2 SP-arc 4 12 F-NWG(+Y) -2.8 0.7 1.2 -1.8 OK
WPLN2 SP-w 2 220 F-NWG(+Y) -3.5 0.9 1.7 -2.1 OK
WPLN2 SP-arc 5 12 F-NWG(+Y) 0.5 -0.2 -0.2 0.5 OK
WPLN2 SP-arc 6 12 F-NWG(+Y) 1.8 -0.7 -0.8 1.3 OK
WPLN2 SP-arc 7 12 F-NWG(+Y) 2.7 0.2 -0.6 2.1 OK
WPLN2 SP-arc 8 12 F-NWG(+Y) 2.8 1.0 1.5 2.5 OK
WPLN2 SP-w 3 220 F-NWG(+Y) 3.3 1.0 1.6 0.9 OK
WPLN2 SP-arc 9 12 F-NWG(+Y) -0.6 1.5 1.6 -0.4 OK
WPLN2 SP-arc 10 12 F-NWG(+Y) -0.6 1.3 1.5 -0.3 OK
WPLN2 SP-arc 11 12 F-NWG(+Y) -0.6 1.6 1.6 -0.6 OK
WPLN2 SP-arc 12 12 F-NWG(+Y) -0.6 1.6 1.7 -0.5 OK
WPLN2 SP-w 4 220 F-NWG(+Y) 5.3 0.7 1.8 0.0 OK
WPLN2 SP-arc 13 12 F-NWG(+Y) 4.5 1.3 2.0 3.1 OK
WPLN2 SP-arc 14 12 F-NWG(+Y) -2.1 1.4 1.4 -2.1 OK
WPLN2 SP-arc 15 12 F-NWG(+Y) -5.5 4.1 4.1 -5.5 OK
WPLN2 SP-arc 16 12 F-NWG(+Y) -5.2 6.4 7.9 -4.7 OK
WPLN2 SD1-w 2 236 F-NWG(+Y) -3.4 -0.5 -1.0 -1.7 OK
WPLN2 SD1-arc 5 17 F-NWG(+Y) -1.9 0.2 0.2 -1.9 OK
WPLN2 SD1-arc 6 16 F-NWG(+Y) -2.0 0.1 0.1 -2.0 OK
WPLN2 SD1-arc 7 14 F-NWG(+Y) -2.1 -0.6 -0.6 -2.0 OK
WPLN2 SD1-arc 8 13 F-NWG(+Y) -1.3 -1.4 -1.6 -1.2 OK
WPLN2 SD1-w 3 220 F-NWG(+Y) -7.2 3.7 3.7 -7.2 OK
WPLN2 SD1-arc 9 13 F-NWG(+Y) -10.7 3.2 3.8 -9.0 OK
WPLN2 SD1-arc 10 14 F-NWG(+Y) -13.4 0.6 1.2 -12.2 OK
WPLN2 SD1-arc 11 16 F-NWG(+Y) -12.7 -2.3 -2.3 -12.7 OK
WPLN2 SD1-arc 12 17 F-NWG(+Y) -9.9 -4.2 -4.2 -9.9 OK
WPLN2 SD1-w 4 236 F-NWG(+Y) -15.8 -5.1 -5.9 -14.3 OK
WPLN2 SD2-w 2 236 F-NWG(+Y) 3.9 -0.9 -2.0 1.3 OK
WPLN2 SD2-arc 5 17 F-NWG(+Y) 1.5 0.1 0.1 1.5 OK
WPLN2 SD2-arc 6 16 F-NWG(+Y) 2.1 -0.3 -0.4 2.1 OK
WPLN2 SD2-arc 7 14 F-NWG(+Y) 2.1 -1.1 -1.2 1.9 OK
WPLN2 SD2-arc 8 13 F-NWG(+Y) 1.0 -1.7 -1.9 0.9 OK
WPLN2 SD2-w 3 220 F-NWG(+Y) 6.2 2.3 2.3 6.2 OK
WPLN2 SD2-arc 9 13 F-NWG(+Y) 8.5 1.8 2.2 7.3 OK
WPLN2 SD2-arc 10 14 F-NWG(+Y) 9.7 -0.4 -0.4 9.7 OK
WPLN2 SD2-arc 11 16 F-NWG(+Y) 8.2 -2.5 -2.6 8.2 OK
WPLN2 SD2-arc 12 17 F-NWG(+Y) 6.8 -5.3 -5.3 6.8 OK
WPLN2 SD2-w 4 236 F-NWG(+Y) 9.6 4.6 5.7 8.9 OK

8 / 10
Project: Node 423
Project no:
Author:

L σmax τ τmax σ
Item Section Loads Elastic
[mm] [MPa] [MPa] [MPa] [MPa]
WPLN3 COL-w 1 1752 F-NWG(+Y) -43.4 7.8 10.1 20.4 OK
WPLN3 COL-w 3 1752 F-NWG(+Y) -4.1 3.0 3.1 -3.4 OK
WPLN4 COL-arc 2 1752 F-NWG(+Y) 10.4 2.7 9.6 3.3 OK
WPLN4 COL-arc 7 1752 F-NWG(+Y) -4.5 3.2 3.3 -2.6 OK
WPLN5 COL-w 1 1752 F-NWG(+Y) 15.1 2.5 4.1 3.9 OK
WPLN5 COL-w 3 1752 F-NWG(+Y) 2.2 2.5 2.5 -0.1 OK
WPLN6 COL-arc 10 1752 F-NWG(+Y) 2.6 2.7 2.8 2.5 OK
WPLN6 COL-arc 15 1752 F-NWG(+Y) -5.7 1.8 4.1 -0.6 OK

Symbol explanation
L Length of weld
σmax Maximum normal stress
τ Shear stress corresponding to maximum normal stress
τmax Maximum shear stress
σ Normal stress corresponding to maximum shear stress

Welds
Th L σwf, max τwf τwf, max σwf
Item Edge Loads Elastic
[mm] [mm] [MPa] [MPa] [MPa] [MPa]
0.0 0 0.0 0.0 0.0 0.0 Warning!
0.0 0 0.0 0.0 0.0 0.0 Warning!
0.0 0 0.0 0.0 0.0 0.0 Warning!
0.0 0 0.0 0.0 0.0 0.0 Warning!
0.0 0 0.0 0.0 0.0 0.0 Warning!

Symbol explanation
Th Throat thickness of weld
L Length of weld
σwf, max Maximum normal stress transverse to the axis of the weld
τwf Corresponding shear stress longitudinal to the axis of the weld
τwf, max Maximum shear stress longitudinal to the axis of the weld
σwf Corresponding normal stress transverse to the axis of the weld

9 / 10
Project: Node 423
Project no:
Author:

Code settings
Item Value Unit Reference
Coefficient of friction between steel and concrete 0.55 -
Slip factor in friction-type connections 0.35 - AS 4100:2020 – 9.2.3.2
Limit plastic strain 0.05 -
Detailing Yes
Minimum bolt pitch [d] 2.50 - AS 4100:2020 – 9.5.1
Minimum edge distance to a bolt [d] 1.25 - AS 4100:2020 – 9.5.2
Concrete breakout resistance check Both
Cracked concrete Yes
Local deformation check Yes
Local deformation limit 0.03 - CIDECT DG 1, 3 - 1.1
Geometrical nonlinearity (GMNA) Yes Analysis with large deformations for hollow section joints

10 / 10