Engineering Centre

Am not able to add or import load combination using standard - ACI

We need a suitable epoxy resin that is not toxic and safe to use in water. Can someone advise on a suitable product?

I cannot access the advance method of baseplate design

Hello, I would like to latterally fix the top beam of an exteria precast wall to the edge of a cast-in-place slab. First we planed to place Comax (Reinforcement strip) into the precast wall to connect withthe cast-in-place slab but we forgot. So, we need to find a post-installed solution. The wall top beam need to carry vert...

Hello, I was unable to choose HIT- RE 500 V3 Rebar in SELECT ANCHOR section and I don't know why. When I type in the product, it shows nothing. What should I do to make the program show any fastening products available?

How do I use profis engineering for baseplate design

Hello, we are designing a post fixed slab to slab connection detail. We performed the design with both Hilti Anchor and Rebar and we are getting a considerable difference to the required embedment depth comparing the results. We have checked all the inputs and we believe that they are the same. Are we missing something in rela...

Hi, I am looking to design a steel to concrete moment connection which will be a post fixed connection. I attach you the current calculation so you can have a look. In more detail, a steel beam UC section is fixed to an RC column (400x400) and this steel beam acts as a cantilever, fully fixed to the column therefore the conn...

We received structural calculations from a structural engineer and in Hilti PROFIS report there is a sentence: Proof: SOFA 1.0 design method fib(07/2011) - after ETAG testing. What does all this mean and what procedure we should follow to cover these requirements? Where I can find information/manual about SOFA 1.0 method,...

Staad Load Combinations - loads combination from staad are factored load combinations or unfactored/serviceability load combinations to be used to check anchors?