file crash problem

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bha

New Member
Good afternoon, I had to solve the symmetrical state of a building that I solved recently, as far as I examined the symmetry of the floors one by one based on one point in the building, I could not see any discontinuity in the columns, but when I tried to pull the building to the 0.0 point, thinking that the analysis would be healthier, I could move it without any problems on the ground and type floors. I couldn't carry the reason because I got an overlapping object error. I decided to have the analysis done where it is. At this time, the file collapsed 1-how do you think I should follow 2-Is there a way to make this file analyzable 3- you have a command to rotate the structure, he is considering putting the command to get the symmetry of the structure in the future thank you
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"bha":1s6y1mt8" said:
Good afternoon, I had to solve the symmetrical state of a structure that I solved recently. As far as I examined the symmetry of the floors one by one on the basis of one point per thousand, I could not see any discontinuity in the columns, but when I tried to pull the structure to the point 0,0 thinking that the analysis would be healthier. I was able to carry it on the board floor without any problems, but I couldn't carry it because I got an object error on the ground and type floors. I decided to have an analysis done where it was on the board. This time the file collapsed 1-how do you think I should follow 2- is there a way to make this file analysable, thank you [/ quote] Hello, *The general determinations in the project are as follows: *The joint point at the point where the lower floor edge of the D64 slab is connected to the K50 beam in the basement floor and the joint point formed on the beam are not in the same coordinate. *K1 beam is not connected to the P32 panel at the joint point. *K10-K75 beams are not connected to the joint point. A short beam piece is left at the intersection (Watch for geometry control. gives RI) *5. There is flooring at the wrong level on the floor. In addition, it is recommended to model panel objects as shells in the project. Analysis can be done in the attached project. If the project will be used, the load information must be checked. Good work
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