idecad - 1975 Regulation

[sdonder]

hello good day, when we choose the 1975 regulation as the regulation in Idecad analysis settings, does it make all the calculations according to the 1975 regulation or does it just make the earthquake load method according to the equivalent earthquake load method and get the conditions according to the 2007 regulation, good work...

 

[HakanŞahin]

hello, good day, when we choose 1975 regulation as the regulation in Idecad analysis settings, does it do all the calculations according to the 1975 regulation or does it just make the earthquake load method according to the equivalent earthquake load method and get the conditions according to the 2007 regulation. ..

Earthquake load is determined as equivalent earthquake load according to the 1975 regulation, the conditions given in the element parameters are valid for the pursantage values of the elements. Since there are no irregularities in the 1975 regulation, those controls are of no importance and meaning. You may not receive the reports.

 

[sdonder]

Thanks Hakan, I will change the parameters according to the 1975 regulation. When I enter the beam parameters in a newly opened file, the minimum pull-out ratio should be 0.003, why does it appear as 0.001 in the default settings.

 

[HakanŞahin]

thanks, Mr. Hakan, I will change the parameters according to the 1975 regulation, but I am stuck with this. When I enter the beam parameters in a newly opened file, why does it show 0.001 in default settings, while the minimum shrinkage ratio should be 0.003? According to TS500, the minimum shrinkage is based on material with 0.8fctd/fyd. For BS20 and S420, this value is less than 0.003. If your material is for example BS14 and S220, the value rises above 0.003. In order for this control to be effective, it must be used in template projects. The default draw price has been reduced, so it shows 0.001.