Semi-rigid analysis error

Re: SEMI-RIGIT ANALYSIS FAULT Hello My Suggestions: (There are 913 errors when I calculate) --Overlapping objects given in geometry control, -Panel-column, column-beam intersections, -Unsupported beams, -Slab thicknesses , -Slab layout (Example: floor 1B D43) -Other faults, -Correct the stair support conditions -Select the ductility level high -Set up seismic shears in one direction and enough seismic barriers to meet in the other direction. After these are done, you can check and balance the system . Take it easy Unver ÖZCAN
 
Re: SEMI-RIGIT ANALYSIS ERROR Hello, Mr. Unver, thank you for reviewing the project. The unsupported beam warning appears after analysis, but there is no unsupported beam in the model.
 
Re: SEMI RIGID ANALYSIS FAULT I couldn't see an error in the d43 tile. I couldn't understand what you mean by settlement. When it comes to high ductility, alpha s is greater than 0.4 in both directions and the coefficient r cannot be the reason for the analysis error in accordance with the regulations by the program. There may be an error in the stair supports, but the real problem is the unsupported beam error given after the analysis, that is, all the beams are connected to the girders.
 
Re: SEMI-RIGID ANALYSIS FAULT Hello In geometry control: 9th floor K974 gives unsupported beam warning. Unver ÖZCAN
 
Re: SEMI RIGID ANALYSIS FAILURE I reviewed the project again. Some beams are not supported in stud beams, it may be the cause of the error. Thank you also, Mr. ÜNVER, good work.
 
Re: SEMI-RIGID ANALYSIS FAILURE Hello, it should be between the floor joists. It should not protrude beyond the beam.
 
Re: SEMI-RIGID ANALYSIS FAILS Your flooring is wrong where Ünver brain indicates. Delete and re-enter. Again, on the 9th floor, it seems that there is no connection to the k69 beam and s2 column. Again, there are errors in the same beam-column combination in the 5th, 4th, 3rd, 2nd, 1st, Z floors (S2 column). Also in the basement floor, the combination of s28 column and p23 curtain is wrong. See geometry check. Again in the basement, the K55 and K2 beams are not connected to each other. It could be one of the unsupported beams. If you are going to work at different elevations, you can work by putting some beams on different layers and closing those layers.
 
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