Relative floor offsets

If you click the 2nd option to connect the infill walls made of brittle material or frame elements to the structure from the Tbdy options section in the Analysis Settings section, the facade elements are connected with flexible connections or the infill walls are independent option. There are no errors in the analysis.
 
"Emre.Ozcan":rspredn9" said:
If you click the 2nd option to connect the infill walls made of brittle material or frame elements to the structure from the Tbdy options section in the Analysis Settings section, the facade elements will be connected with flexible connections or the infill walls will be independent option. ] What you say is true, but it must be done as the regulation describes in its application. For your information, these applications are not very common in standard residential buildings.
 
Hello. My suggestions: --Check the coordinates, (Istanbul is visible.) --Check the ground bearing capacity (qt) (a very low value) may be the old ground safety stress, --Mark the tick of the elevator machine room, --0.5 t on the beams There are /m2 moving loads, --It doesn't save when you do these, add curtains, --Your ground floor height is 4.5 m, do not make the narrow sides of the column less than 40 cm,
"Emre.Ozcan":hof5ieyj" said:
Tbdy in Analysis Settings If you click on the option 2, the connection of infill walls made of brittle material or frame elements to the structure from the options section, the facade elements are connected with flexible connections or the infill walls are independent option. Unver ÖZCAN
 
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