Report Mepla Software

1. Project: 123 123 - New folder 06/04/2018 Page: 1
SJ MEPLA Calculation protocol:
Geometry:
Basic form: quadrangle
Corner x y
mm mm
1 0.00 0.00
2 2000.00 0.00
3 2000.00 2000.00
4 0.00 2000.00
Supports:
Edge supports:
from-to kind of supports
1 2 w : fixed - u,v,phi,theta: free (simply supported)
2 3 w : fixed - u,v,phi,theta: free (simply supported)
3 4 w : fixed - u,v,phi,theta: free (simply supported)
4 1 w : fixed - u,v,phi,theta: free (simply supported)
Spring supports:
----- position ---- ------------ rigidity ---------
Package layer x y z Cx Cy Cz
mm mm mm N/mm N/mm N/mm
1 1 0.00 0.00 0.00 1.00000e+000 1.00000e+000 0.00000e+000
1 1 2000.00 0.00 0.00 0.00000e+000 1.00000e+000 0.00000e+000
This protocol was created using SJ MEPLA. Copyright 2000-2005 by SJ Software GmbH Aachen, Germany.

2. Project: 123 123 - New folder 06/04/2018 Page: 2
Layers:
Mechanical properties:
Package layer e-mod. poiss thickn. density alpha t dT prestressing
N/mm² - mm kg/m³ 1/K K N/mm²
1 3 70000.00 0.23 6.00 2550.00 1.0000e-005 0.00 0.00
1 2 0.15 0.50 0.85 1070.00 8.0000e-005 0.00 0.00
1 1 70000.00 0.23 8.00 2550.00 1.0000e-005 0.00 0.00
Loads:
Face loads:
(constant distributed):
Package pressure
N/mm²
1 -1.20000e-003
Calculation approaches:
small deflections, linear
static calculation
Calculation results:
Minimum and maximum displacements (at nodes):
This protocol was created using SJ MEPLA. Copyright 2000-2005 by SJ Software GmbH Aachen, Germany.

3. Project: 123 123 - New folder 06/04/2018 Page: 3
- position- displacement
Package x y w
mm mm mm
1 1000.00 1000.00 -15.04 (min)
0.00 0.00 0.00 (max)
Max principal stress (in gaussian points):
Package layer x y stress
mm mm N/mm²
1 3 1022.54 977.46 8.36
1 1 1022.54 977.46 12.93
Springs: (order as defined above)
Package layer u v w Fx Fy Fz
mm mm mm N N N
1 1 0.00 0.00 -0.00 0.00 0.00 0.00
1 1 0.01 -0.00 0.00 0.00 -0.00 0.00
This protocol was created using SJ MEPLA. Copyright 2000-2005 by SJ Software GmbH Aachen, Germany.