Skip to end of metadata
Go to start of metadata

You are viewing an old version of this page. View the current version.

Compare with Current View Page History

Version 1 Next »

Performs A2-A3 Irregularity Check and prepares its report.

This control is carried out according to the conditions specified in DBYBHY 2007 .

A2 - A3 Irregularity in the structure is decided by the user.

Location of A2 - A3 Irregularity Check Report

You can access the Reports tab under the title of EQ Code .

Receiving A2 - A3 Irregularity Check Report

A2 - A3 In order to control irregularity, an axis and a line are needed.

  • Analyze first.

  •  Draw a line that cuts the beams and slabs in that area of ​​the project to determine the cross-sectional properties of the part of the project that you will check for irregularities A2-A3. Note that the line passes through the line with the weakest section features.

  • Select the line you have drawn by clicking on it with the left mouse button.

  • In the same way, choose an axle. The selected axle determines the location of the moment arm.

  • After selecting the line and axis, click the Report/Earthquake Regulation/A2-A3 Irregularity Check line.

  • The A2-A3 Irregularity Check dialog will appear.

  • If the delta value is zero, the torque is found according to the line formed by the selected axis. If the moment arm is at a certain distance from the axle, enter this distance as the delta value.

  • A2-A3 düzensizliği yapılacak kolonlar bakış yönüne göre aksın üst kısmında kalıyorsa üst, alt kısmında kalıyorsa alt seçeneğini işaretleyin. Tamam butonunu tıkladığınızda program A2-A3 Düzensizliği Raporunu oluşturacaktır.

  • Daha sonra raporu yazdırın.

Example A2-A3 Irregularity Check Report page

 

  • No labels