Engineering Centre

I am unable to select the HST3 anchor in Profis. Has HST4 superseded this anchor, or is it a case of me using incorrect settings/base material parameters?

What tool and nails would you recommend for fixing 50mm timber to a concrete wall?

I have been using Profis do design some anchors, and discovered that it is using the wrong hnom and hence the wrong hef.

Hi there, I archived a project, and I am unsure where it is saved.

Looking for a chemical anchors fastened to the underside of the 300mm thick concrete slab. Fastener will be subjected to 5kN pull

From my understanding, sustained loading is essentially dead load as it is a long term load applied to the structure. When carrying out a design using profis using characteristic forces, would I therefore leave the permanent loading blank and only fill in the variable load and sustained load? Thanks

For the shear load and the calculation of the associated eccentric moment, may I know how to determine the eccentricity? Should the reference point is at the middle of the base steel plate?

We have a concrete ring beam. at first floor level. Thers is a wall above and wall below. we did opening up works and found out there is a channel encased in concrete but it is offset from wall above. There is no reinforcement where there is wall above. and load along wall is in range of 36kN/m. So we would like some suggestio...

Manufacturers specifications require M39 anchors for a tower base plate, using HY 200 V3 + HAS U I note the limit in software is M30. Is there a workaround for this ? Other suitable tested products -post installation refers as concrete base is existing

From the photo, a pole mount design is to be mounted on to the stone wall fabric, outdoors. Which products are suitable please ?