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 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...
