Material properties
Material
E [MPa]
fsyd [MPa]

Stainless steel
200000
235
0.3
Pressure
Pressure on the surface of the plate of 80 mbar (0.008MPa).
Geometry
Plate dimension of 1000*1000*10 mm3.
Boundary conditions
Von Mises’ stresses
Maximum stress (62 MPa) is inferior to the yield strength of the steel (235 MPa).
Displacement
Reactions
PRINT F
REACTION SOLUTIONS PER NODE
***** POST1 TOTAL REACTION SOLUTION LISTING *****
LOAD STEP=
1
TIME=
1.0000
SUBSTEP=
1
LOAD CASE=
0
THE FOLLOWING X,Y,Z SOLUTIONS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE
1
2
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
FX
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
FY
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
FZ
466.57
466.57
466.57
104.16
152.76
155.23
162.86
167.90
171.87
174.78
176.77
177.94
178.32
177.94
176.77
174.78
171.87
37
38
39
40
41
42
62
63
64
65
66
67
68
69
70
71
72
73
74
75
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
167.90
162.86
155.23
152.76
104.16
466.57
104.16
152.76
155.23
162.86
167.90
171.87
174.78
176.77
177.94
178.32
177.94
176.77
174.78
171.87
***** POST1 TOTAL REACTION SOLUTION LISTING *****
LOAD STEP=
1
TIME=
1.0000
SUBSTEP=
1
LOAD CASE=
0
THE FOLLOWING X,Y,Z SOLUTIONS ARE IN THE GLOBAL COORDINATE SYSTEM
NODE
76
77
78
79
80
FX
0.0000
0.0000
0.0000
0.0000
0.0000
TOTAL VALUES
VALUE
0.0000
FY
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
FZ
167.90
162.86
155.23
152.76
104.16
8000.0
Fasteners
Metal anchors M10: hilti type HST-R. Axial load resistance of the anchor: 7.7 kN.