I seem to be getting hit with the warning no.10208 and I’m not exactly sure why? I am trying to model a steel bracket that is used to carry overhead line equipment (OLE) and so I’m trying to create moment connections ate the supports where this metal bracket connects to an existing structure but when I do that this warning pops up saying that some of my finite elements don’t contribute to the stiffness.
This happens after I run the Linear Analysis task btw.
Any and all help would be appreciated, thank you!
(see the warning/error lines below)
*** Start: Program Calculation - Version 2024-4.0.759
*** Start: Program ase : Linear Analysis
SOFiSTiK 2024-4.0.759 ASE - ADVANCED SOLUTION ENGINE
Output on file OLE bracket (tester).plb
Project data base OLE bracket (tester).cdb - 24. access
Project: OLE bracket (tester)
load case 1
Parameter of System of Equation 3
(Sparse Direct Solver)
Number of unknowns 534
+++++ warning no. 10208 in program QUAD
Element type 200 No 10001 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10002 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10003 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10004 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10005 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10006 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10007 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10008 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10009 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10010 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10011 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10012 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10013 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10014 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10015 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 10016 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20001 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20002 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20003 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20004 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20005 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20006 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20007 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20008 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20009 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20010 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20011 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20012 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20013 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20014 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20015 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 20016 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30001 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30002 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30003 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30004 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30005 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30006 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30007 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30008 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30009 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30010 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30011 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30012 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30013 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30014 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30015 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30016 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30017 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10208 in program QUAD
Element type 200 No 30018 without contribution to global stiffness,
all nodes have fixed degrees of freedom.
+++++ warning no. 10989 in program QUAD
Element type 200 No 30018 without contribution to global stiffness,
Warning 10208 has been issued 50 times, further printing will be supressed
Total entries 3522
Total entries after fill 5031
TIME NEEDED 62, TOTAL 62
TIME NEEDED 0, TOTAL 62
DATE 2024-06-10, 15:20:39
+++++ 0 errors and 50 warnings +++++
*** Stop : Program ASE urs:9 $ Linear Analysis
*** Start: Program wing : Graphical Output
SOFiSTiK 2024-4.0.759 WinGraf - Graphical Output
Output on file OLE bracket (tester).plb
graphics picture layer : title
1 1 1 : All loads (in components) LC: 1
1 2 1 : All loads (in components) LC: 2
2 1 1 : All loads (in components) LC: 3
2 2 1 : Nodes , Support force vector LC: 1
3 1 1 : Nodal displacement in global Z LC: 1
3 2 1 : deformed Structure (Nodal displacement + beam displacement + cable displacement )
4 1 1 : Principal bending moments
4 2 1 : Beam Elements , Bending moment My LC: 1
5 1 1 : Beam Elements , Shear force Vz LC: 1
5 2 1 : Beam Elements , Normal force Nx LC: 1
TIME NEEDED 11, TOTAL 11
DATE 2024-06-10, 15:21:01
*** Stop : Program WING urs:9.1 $ Graphical Output
*** End of Calculation!