Engineering Centre

I can't update my Profis I could not get an activation key from Hilti website. Marek

The hilti PROFIS software specifies a HSL4 M16 HEF3 fixing but does not identify a product code. As there are only 3 lengths available for this fixing, and the 153mm anchor length applies to the HEF1 fixing, please could you confirm whether the 178mm anchor length applies to the HEF3?

We're currently design a pedestrian parapet using Varley & Gulliver pedestrian parapet. I have a question regarding the partial action factor. We can see from the generated reports that the material safety factor is applied but does the Hilti Profis considers or applies the partial safety factor to the action ? If not, can you...

It seems that anchors in brickwork are so poor that they cannot be considered for most designs

Please refer to the attached sketch. The 180 x 300 deep Bath stone lintel is being supplied in 2 sections to span a 2m wide opening. A structural engineer has designed the steel angle as a reliving lintel over so this will both carry the load and join the 2 sections of stone lintel. The steel angle therefore needs to be fixed ...

There are two sessions of this webinar, Concrete overlay; Application and design. Are they the same or part 1 and part 2? Should I attend one or both?

När jag lägger till byglar (stirrups), så står dom upp/dom är parallella med bultarna. Jag vill att de ska ligga runt bultarna, så att de ligger runt bultarna och förhindrar betongspjälkningar. När jag försöker vrida på dom så vrids dom bara runt z-axeln. Jag vill vrida dom 90 grader runt y- (eller x-)axeln så att de ligger ...

How long is the predicted Design life of each product? HUS4-H HUS4-HF 

I am specifically working with cases where I have multiple single anchor bolts connected to the same block of concrete. For example I might have a two meter long concrete beam and anchor bolts with a specific load every 400 mm. I would like to find out what the capacities of the anchor bolts are including the effect of the spe...

Hi, How do I remove the attached error regarding plastic strain limits?