Versions Compared

Old Version 26

changes.mady.by.user İsmail Hakki BESLER

Saved on

compared with

New Version 27

changes.mady.by.user İsmail Hakki BESLER

Saved on

Key

  • This line was added.
  • This line was removed.
  • Formatting was changed.

...

  • If the design of the connections is preferred to be computed with AISC 360-16, the YDKT LRFD method is mandatory under the earthquake regulations.

  • The required bending moment strength Muc and the required shear strength Vuc on the column face of the connections are calculated over the plastic hinges at the end of the beam. The formulas in the figure below are used.

...