System not resolving error in modal installation

[dermann]

Hello, When I have my attached project analyzed, I get a warning that the system cannot be resolved during modal installation. Also, it shows the system as unsolved at a different node in each analysis. Despite all my efforts, I could not fix the problem. I would appreciate your help. Thanks...

 

[Levent Özpak]

Hi, When I have my attached project analyzed, I get a warning that the system cannot be resolved during modal installation. Also, it shows the system as unsolved at a different node in each analysis. Despite all my efforts, I could not fix the problem. I would appreciate your help. Thanks...[ /quote] Hello, The problem was solved when the sloping slabs on the 4th floor were recreated with the "tilt objects" command in the project. Analysis can be performed in the attached project. Note: Inclined slabs connected by the slab edge may not be solved together in case of analysis according to the semi-rigid diaphragm option. Fully It is recommended to perform slab analysis and compare the results according to the rigid diaphragm option.

 

[dermann]

Hello, Mr. Levent, I would like to thank you for your comments. Have you encountered any other errors in the system? Since I solved cork flooring in idecad for the first time, I am getting nervous too.

 

[Levent Özpak]

Hi, Sir Levent, thank you for your comments. I wonder if you have encountered any other errors in the system, with the outlines?? Since I solved cork flooring in idecad for the first time, I am also nervous.

Hello, Data entry Other determinations and suggestions regarding the analysis are as follows: *Small panel pieces were formed at the junction of the elevator curtains, although they did not affect the analysis model. *The panels on the basement floor were given a -20 cm elevation. The floor boundaries were formed with the floor edge. If there is no special reason, the panel objects are used as the element limiting the floor contour. *Continuous foundations entered under the panel objects are incorrect. Continuous foundations must be connected at the nodal points of the panels (Also, a superstructure interactive solution is requested in TDY 2007 for C and D group floors. In the program, superstructure interactive solution is foreseen in beamless raft foundation systems.) Good work

 

[dermann]

Hello, Mr. Levent, thank you for your comments. Since I solved cork flooring in idecad for the first time, I am getting nervous too.

Hello, Other determinations and suggestions for data entry are as follows; *Small panel pieces were formed in the junctions of the elevator curtains, although it did not affect the analysis model. *The panels on the basement floor have been given a level of - 20 cm. The slab borders are formed by the slab edge. If there is no special reason for this, panel objects can be used as elements that limit the tiling contour. *Continuous foundations entered under panel objects are incorrect. Continuous foundations should be connected at the nodal points of the panels. (Also, a superstructure interactive solution is requested for C and D group floors in TDY 2007. The superstructure interactive solution is foreseen in the program for beamless raft foundation systems.) Good work

Hello, First of all, thank you for your interest. I interpreted. 1-When I define the panel object as the slab edge, the program does not perceive the slab there as a slab without beams, so I gave the -20 level to the panel objects. 2-Basically, when I connect the continuous foundations from the nodal points of the panels, they do not come together, they appear to be on top of each other. 3-The last thing you said is that I have to solve the system as superstructure interactively or is this your suggestion? If it is a necessity, shouldn't the program give an error when the pavement interactive solution is not made in these soil groups? Good luck with..