When I model the structure from scratch, those errors do not appear.

[insmuhturker]

I want to ask everyone, mrbs, when I model a structure, I get shear and moment errors in short beams and errors in column-beam connections, but when I model the structure from scratch, those errors do not appear, maybe because the nodes are different, I don't know if those errors do not appear again, but I am very curious about the symmetry in the first case. i made a settlement by buying it i need your opinions is it possible have a good day everyone good work Sent via iPhone using Tapatalk

 

[Ismail Hakki Besler]

Re: When I model the structure from scratch, those errors do not occur

When I model a structure, I get shear and moment errors in short beams and errors in column-beam connections

but when I model the structure from scratch, those errors do not appear, maybe because the nodes are different, those errors do not appear again

Add the file of the structure you modeled from scratch

 

[insmuhturker]

Re: When I remodeled the structure from scratch, those errors did not occur

You do not have permission to view link Log in or register now.

 

[HakanŞahin]

Re: When I remodeled the building from scratch, those errors did not appear Hello, while the ground class was Z4 in İlkhali.ide85 project, Z3 was selected in sonhali.ide85. This is the main reason why beams don't save in the initialhal.ide85 project. In İlkhali.ide85, earthquake forces are higher due to the z4 soil class. However, when soil class Z3 is selected in the firsthali.ide85 project, the results will not be the same as sonhal.ide85. Because it is seen that there are differences in the structural loads and carrier system between the two projects. Some of the differences are as follows: 1. Soil classes are given differently in the design spectrum function. Z3 was chosen in one and Z4 in the other. 2. Building floor weights look different. This shows that the element loads are not given the same. As a matter of fact, the wall load was entered on the beams in one of the tower floors in the project, and the wall load was not entered in the other. In this context, check the loads of all elements. Similarly, there are floors in the basement with different floor loads. 3. 7 in initialhal.ide85. There are floors on the floor with faulty levels. It was entered correctly on sonhali.ide85. 4. Raft boundaries are entered differently in two projects. Since the superstructure is interactively solved, the raft area changes the analysis results of the structure. 5. There are differences in the beam system on the 1st basement floor. Check the other floors. 6. There are differences in column dimensions on the 1st basement floor. Check the other floors. Review your projects in line with the items I mentioned above. Confirm exactly that the loads, geometry, dimensions are the same. good work