ERROR SYSTEM CANNOT BE SOLVED...URGENTLY

freegenc35

New Member
THE SYSTEM CANNOT SOLVE IT, IT GIVES A WARNING WHEN ADDING A LADDER TO THE SYSTEM, THERE ARE ONLY OBJECTS WITH THE SAME NAME ON THE GEOMETRY CONTROLLER... WHY IT HAPPENED I DIDN'T SOLVE IT. I'D LOVE TO HELP.....URGENTLY..:
 
"freegenc35":2s364riy" said:
The SYSTEM CANNOT SOLVE THE LINE. WHEN ADDING LADDER TO THE SYSTEM, THE GEOMETRY CONTROL HAS ONLY OBJECTS WITH THE SAME NAME, THERE IS A WARNING...WHY CAN'T SOLVE.(WHY CAN'T SOLVE... , The stair supports are arranged according to the solution conditions together with the building. The beginning and the end of the stairs on the left side on the ground floor are not connected to any elements. Analysis can be made when arranging the stair supports according to the solution conditions independent of the building. Also, when the stairs are arranged together with the building according to the solution conditions, analysis according to the semi-rigid diaphragm option good work
 
The beginning and the end of the nail are not connected to any structure. Its beginning is to the floor of the basement floor, I will define a floor there as a landing, and it connects there....let me wipe the ladder and try and see if it works?
 
When I solve the system in the form of Semi-Rigid Diaphragm, k29 basement gives the error of Nmax Exceeding, but it doesn't show anything else. This is the first time I've encountered this problem.
 
"freegenc35":2nkaj5a2" said:
The beginning and the end of the nail are not connected to any structure, the beginning and the end of the basement floor, I will define a floor like a landing there and it connects there....let me wipe the ladder and see if it's okay?
Since you don't define the landing it doesn't connect to anything...
"freegenc35":2nkaj5a2" said:
When I solve the system as Semi-Rigid Diaphragm, k29 basement Nmax is exceeded error but it doesn't show anything else. This is the first time I've encountered this problem, how will it be solved?
Nmax warning on the beam Indicates that the incoming axial load does not meet the regulations. According to TDY 2007 item 3.4.1.2, Nd<=0.1*Ac*Fck should be. In this case, the beam size can be increased and the carrier system can be improved to reduce the axial load on the beam. Or, according to Tdy 2007 item 3.3, beams can be equipped as columns.
 
"freegenc35":1iv152lx" said:
Do you think I should include the stairs in the system or solve them without it?
If the analysis will be done according to the semi-rigid diaphragm option, the stairs can be included in the system. It would be appropriate not to include the stairs in the system, if analysis is made according to the analysis.
 
"alfon123":38miid1i" said:
is giving an error that the system cannot be resolved I am using the ide7 version (demo). It is revealed when it is not mathematically correct. First of all, it is necessary to eliminate the situations conveyed by the program by checking the geometry. Then the analysis should be started. When the correct data is entered, such an error does not occur either in the demo or in the licensed program. If you add your project to the message, we will help you solve the problem.
 
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