RELATIVE FLOOR SHIFT PROBLEM IN STEEL PROJECT

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Eralp Özer

New Member
I couldn't solve the relative floor drift problem in the project. Since there will be cars under the building and the movement mechanisms are not wanted to be affected, it is not desired to be thrown vertically in any way. Can I solve it this way?
 
Hello there; It may be necessary to make the column sections heb and to convert the connection of the beams without vertical braces to moment transmitting, then edit the model in this way and check it. Apart from this, use the option in the image in the analysis settings. Finally, your structure complies with the TBDY 2018 - 4.9.1.5 article. Since it is single storey and random, you can increase the relative displacement limit value by 50%. This option is not currently available in the program, you can edit the limit value by adding the image of this item to the limit value through the reports.
 
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