How to fix design warnings in the beams

ammer

Kıdemli Üye
hello friends
how to fix the design reinforcement warnings in the beams?
how to fix them?
 

Ekli dosyalar

  • 2019-12-12_115027.jpg
    2019-12-12_115027.jpg
    333.9 KB · Görüntüleme: 1,997
Re: how to fix the design reinforcement warnings in the beam

Hi Ammer

M means that total bar percentage is greater than maximum bar percentage at beam's end or beam's span [TotalAs/BeamSectionArea> 0.02] You need to increase beam section area.

S means that total or sudden deflection of beam is greater than maximum deflection value which is taken from TS500. You need to increase beam section area.

ab means that bar anchor length toward column is not enough according to Turkish seismic code. See details in Beam Parameters if it's checked for control. You need to increase column width at same direction that defined for beam end.

As(-) means that used total bar area in beam is less than required total bar area. You need to increase lateral or longitudinal bar diameter.
 
Re: how to fix the design reinforcement warnings in the beam

hello Mr. hakan :D :D
many thanks to your efforts
 
Geri
Üst