Hi all,
I am looking at a theoretical problem to do with the formation of a basement in granular (dense gravels) the structure is proposed to be approximately 8m below ground level with a high water table at 1m below ground.
As the base of gravels is unproven in the problem a cut off wall is...
Hi HTURKAK.
Sorry I was probably not that clear with my initial post.
Agreed, the punching can be controlled by links, studs or bent up rails if required, however this is only required if the shear at the control perimeter exceeds the resistance of the concrete which is defined by Vrd,c.
See...
Hi Guys,
I was wondering what the general opinion on anchorage of additional top bars which are required for punching shear however are not required for bending.
In the past I have done a full tension anchorage however this feels conservative. So does this need to be a full tension anchorage...
