risky structure

Also, as my second question, why do the values come to zero at the bottom of the environment and urbanism slide, since it is the basis at the bottom, column capacity values are taken, but in the idea these values are zero.
 
Hello there; When you examine the Annex D2.b article of the "Principles for Detection of Risky Structures" regulation, Mpk22 and Mpk33 are defined as the moment transferred to the column by the plasticization of the beams. In this case, the values you sent in the report are printed as zero, since there is a built-in support at the lower end of the columns on the lowest floor and there is no beam attached. Best regards...
 
Oguzcan, I am aware that there are no beams, but if you examine the environment and urban planning slides where the regulation is explained and follow the solution steps, you will see that the m22k and m33k values at the lower end of the column, namely m22p and m33p, are used for the presence of beams.
 
In that section, a calculation is made according to the jointing state of the beam and column, and the M22kr and M33kr situations are taken into account. Since it is assumed that there will be column articulation in the lower region of the column, M22kr and M33kr sections should be filled in the report. Can you send your project please?
 
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