project help

Z

zaferuu

New Member
Hello, In the report of the project, which I have given the link below, there are shear safety in the column-beam junction area and there are floor irregularities in the plan and vertically, how can I fix them and if you can see if there are any other errors in the project, I would be very happy. idecad file :
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Hello, The errors detected are as follows: -There are beams that do not meet the dimension criteria according to TS500. You can see them by checking the geometry. -6. K27-K28 beams appear as two different beams on the floor, it may be more appropriate to define them as a single beam in terms of drawings. In version -6, the building and the stairs are solved separately. Therefore, you can give the ladder loads to the structure as an external load. -You can find a solution for column beam joint shear safety by using the attached shear safety file. -A1 and B2 irregularities are the irregularities that are effective in determining the calculation method (TDY 2.3.2.1), since the mode combination method is already used in the calculation, they do not need to be eliminated. You can control the A2, A3 irregularity using the Report/Earthquake Regulation/A2-A3 irregularity report command. As a suggestion; your system seems weaker in the x direction, you can take measures to increase its rigidity.
 
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