Engineering Centre

Posted by David Langleyover 3 years ago

Hilti Profis Engineering - HST3 M24

Hi, in the Profis Engineering software, the HST3 and HST3-R M24 anchors do not allow changing of the embedment depth. In my current situation, an M20 seems to be outperforming an M24 because I can get more embedment.

hst3,embedment depth

Posted by Nortechover 3 years ago

Single anchor construction cannot be used with torsion.

Hi I am currently looking at some holding down bolts for a sandfilter, each filter has 4 legs, each baseplate has one hole only. The software won't let me calculate results as it says Single anchor construction cannot be used with torsion. Is there anyway around this?

Single anchor,torsion,error,holding down bolts

Posted by Samiuddin Ahmadiover 3 years ago

Öppna en pe-fil

Hej ! Jag har fått en export från hilti profis på mejlet. Nu vill jag ändra och modifiera. Hu öppnar jag denna fil?

Öppna en pe-fil,export

Posted by JohnGover 3 years ago

HILTI STS Facade Mounting System

We have a requirement to construct a ventilated facade on our office building first and second floors and are considering using the HILTI S2S System to be finished with Trespa facade sheets that have a weight of 11-14KG/M2. The facade anchors MFT S2S 2L shall be fitted to Structural Steel beams with the vertical profiles re...

ventilated facade,S2S

Posted by Alicia Mistryover 3 years ago

Hilti Profis - change design method to Hilti SOFA 1.0

I am using the Profis software and have encountered this message: Anchor arrangement is not covered by Eurocode 2-4. Please select design method Hilti SOFA 1.0 Could you advise on how to change it.

design method,SOFA 1.0

Posted by Laurence Vaughnover 3 years ago

Unintuitive anchor spacing solution from PROFIS

I am assessing an anchor solution for an electrical cabinet that is ~142 x 20. I have used 8 anchors, with four spaced evenly along each long side. This solution does not pass the ACI 318-19 assessment due to concrete breakout. If I double the number of anchors (eight along each long edge) then it is a similar failure. If ...

ACI,PROFIS Anchor

Posted by Colin Appletonover 3 years ago

tablet connection

issues connecting the psa100 tablet and info from ps1000 to a PC

connection,connection to pc

Posted by Lenaover 3 years ago

Ytbehandling HAS-U 8.8

Det står bara förzinkad på ytbehandling på HAS-U 8.8. Är den varmförzinkad? Hur tjockt är zinkskiktet? en yttersta delen är ogängad. Kan man kapa av den oÄr det tillåtet att kapa av den ogängade delen i toppen, om den är i vägen efter färdigt montage? Tacksam för ett snabbt svar.

Förzinkning,HAS-U 8.8

Posted by Tero Jokelainenover 3 years ago

HILTI PROFIS engineering software

Is it possible to add more than one profiles with loads (for example two 180*180*8 hollow squares) on to the anchor plate in this software?

PROFIS Anchor,profile

Posted by Johanover 3 years ago

Characteristic resistance with HIT-HY-200 and Rod AM-A4-70

Is there a difference in load characteristic resistance when using HIT-HY-200 with a AM-A4-70 comparing to a HAS-U-A4 ? Difference is the tip and end of the HAS-U comparing to the AM-A4. HUS-A-A4, M12, cracked concrete = 35,2kN AM-A4-70, M12, cracked concrete = ?kN

Characteristic,resistance,HIT-HY-200,AM-A4-70,Differences

Showing 271-280 of 551 Results