Engineering Center

Why is HAS-V-36 (7/8 diameter) is not available?

Profis includes some non-Hilti products as anchor options (i.e. hex head, heavy hex head, embed plate, etc.). When these options are selected, the solutions include the following cast in place installation per MPII. Where is the technical details on how these are to be installed shown? And what is MPII?

I am trying to use SS anchor rods with epoxy and as soon as select seismic loading, all SS rods disappear. Can the HAS SS rods not be used in seismic conditions?

Hello, Is there a minimum required wall thickness when anchoring HLC sleeve anchors to a brick masonry wall? The technical guide mentions spacing and edge distance but nothing on wall thickness. Curious if anchoring to a 2-wythe brick wall is allowed compared to a 3 or 4 wythe brick wall. Thanks in advance. Best, Christian

Hello- HW-D-0181, Item 1 states that the steel deck/concrete floor assembly is to be constructed per D700 floor-ceiling designs in UL. However, Item 1C states the fireproofing is optional. D700s floor decks require the bottom of the steel deck to be fireproofed. Since Item 1C states that the fireproofing is optional, does this...

Customer wishes to use 5/8 dia rod with 2-3/4 embedment in a 4 slab with RE-500 V3. since PE will not allow this calculation, the customer is OK with using the tensile value of a 1/2 rod with 2-3/4 embedment in a 4 slab. Do we have any documentation to substantiate this, basically saying the tensile holding value of a 5/8 ro...

I get the following error when trying to model a single anchor with a moment. Could you please help me understand why Hilti gives this error? I am trying to check rebar embedded in concrete and will not have a steel plate. Is it just to get a tension/compression couple?

We have a customer who has selected a specific stainless steel threaded rod spec (HAS-R 304 / 316) to be used, and we need to verify it is acceptable with the mounting flange through PROFIS. During the setup for the calculations, it seems impossible to select an appropriate fastener in that family to run the analysis. Is there...

I am looking for allowable pull out and tension capacity for KB-TZ2 in 4000psi concrete for seismic application.

I am trying to find an applicable anchor to be installed on the top side of a 4 concrete slab w/ 1.5 metal deck (2.5 concrete above decking). I see that the HLC sleeves anchors have minimal embedments and will meet the industry standard embedment length + 1.25.