Shear design

[MarekZiecina1253]

how to get interrupted basic control perimeter?

[mustafahesenow]

Hi @MarekZiecina1253

I think before you ask how to do design check for this point you need to be sure about the model you had created for this case 

Is the column at the middle connected with wall and you assume it as linear support ?

Any way RSA understand only 3 locations for column (internal , Edge , and corner ) other than this you need to check it manually from shear stress maps 

[Artur.Kosakowski]

Hi @MarekZiecina1253

Could you attach this model?

[MarekZiecina1253]

Thank you for the reply. How checking manually from shear stress maps? Please give an example.

[MarekZiecina1253]

https://www.dropbox.com/s/8djrcd3tysqwpa6/plate_3D_shear.rtd?dl=0

[Artur.Kosakowski]

Hi @MarekZiecina1253

I'm not sure why you need the support in the top node of the column but when it is defined it has to have its size defined as well 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[MarekZiecina1253]

can i check manually?