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Initial curing time vs Minimum curing time for RE500V4.. what is the difference between these ?What is the difference between these two? Once i achieve initial curing time for an anchor or rebar where i used say HIT RE-500 v4, can i cast a concrete covering over it already?

These bolts are out of plumb by 5 degrees at most

How to change the rebar (steel) grade in Hilti software for the installation of rebar with Hilti RE500 V4?

Hi Hilti, please refer to the attached document page 4 of 8. I have inputted 899kN shear load to y-direction, but the concrete edge distance in y-direction is infinity. Hence in the calculation, the concrete edge failure is taken to be in x-direction. May I know how the load 359.6kN was calculated in the software for x-direc...

Hi I am calculating for HILTI HIT-RE 500 V3 mortar with HIT-V rod (Gr8.8). I would like to check how the base value for design concrete edge resistance was calculated. According to the shear loading recommendations, V0Rd,c = 36.6kN for M24 bolts. Is the value calculated based off min'c edge distance = 60mm? Can we check that ...

We purchased Hilti wall plug - HSA and Hilti wall plug - HKD for our Pasir Ris work site. Can you help us to arrange pull out test for this in the site.

How to rectify The spacing between post-installed rebars is too small ([2, 7]) - (96 mm).

In our projects, now we are usign HILTI HKD SAC (sheradised) Anchor. Now we are checking through the Catalogue. Is the any way to check this on PROFIS Software?

Is welding on anchor channel body and legs allowed? Any impact on the performance of the cast in channel? If site already performed the welding work onto the anchor channel leg, will it be acceptable? Any rectification can be done to safeguard the channel from being abandoned? Please advise