Engineering Centre

Posted by Jamieabout 4 years ago

Post-installed rebar within the New Design for Concrete Fixing Section - Profis 3.0.79

Within Profis Engineering v 3.0.79 is there the option to analyse structural connections with post-installed rebar within the New Design for Concrete Fixing Section? We would like to check the concrete edge failure capacity. We have the program installed on computers and are we are getting the option to select HIT-RE 500 with ...

concrete edge breakout,rebar anchors

Posted by TCEngabout 4 years ago

Masonry Anchor - Layout Restrictions

Are anchor layouts editable in the masonry module of Hilti PROFIS? Functionality appears to be limited; reviewing ETA-19-0160 (p23) there does not appear to be any reference to anchor layouts greater than 4No. Are these limited due to testing procedures. Attached is an example of proposed which requires verification; is thi...

Masonry,Profis Engineering Software Masonry Bricks UK,Anchor layout,ETA,Function

Posted by Mette Charlotte Jensenabout 4 years ago

Difference between design methods when using Profis Engineering; ETAG-based versus EN 1992-4-based?

What exactly is the main differences between the ETAG-based and the EN 1992-4-based design method when running a calculation in Profis Engineering?

Desing Method,ETAG-based,Profis Engineering

Posted by Soumya Avatiabout 4 years ago

Pull out bond strength

Please can you provide the value of pull out bond strength (Fbd,p) for cracked section of concrete grade of C45/55 using B16 anchors.

Pull out bond strength,cracked concrete

Posted by Wynnabout 4 years ago

New Adhesive types in the latest Hilti AB version 3.0.79

Our old projects, we called out HIT-HY 200 HAS-V-36 HDG. In the latest version, what is equivalent adhesive type for AB above in term of strength, price? Can we use HIT-HY 200 V3 HAS-V-36 HDG for replacement? Any suggestions. Thank you

what is equivalent adhesive type for HIT-HY200?,A document that shows differences between old and Hilti Ab

Posted by Shane Donohoeabout 4 years ago

Hilti Profis: Gussett Plates with UC Sections

Can the angle of the gusset plates be modified when using UC sections. The software seems to only allow the gusset plates to be parallel to the UC flanges. Can they be at 45 degrees to the flange so that they are 'pointing' at the bolts at the corener of the plate?

Profis Gussett plates,uc sections

Posted by Chris Gabout 4 years ago

15N Concrete strength using PROFIS Engineering

Why does PROFIS Engineering state invalid concrete strength when using 15N concrete. It seems the min it will accept is 25N. I am designing some tension anchors to be installed in a bridge deck. The concrete strength of the deck is unknown and DMRB guidance is to adopt 15N strength for this age of structure.

Low,Strength,concrete,tension

Posted by Maeabout 4 years ago

Anchor Design - Seismic Design for Post Installed Anchors (10/08/2022) Will it be recorded?

Hi. I would not be able to attend this seminar. Will this be recorded?

webinar,Training

Posted by Salvatoreabout 4 years ago

Cannot find rebar from list of available anchors

Hi there, it seems that with profis it's not possible anymore to design post fixed rebar

rebar design,post-installed reinforcement

Posted by Dino Lopezabout 4 years ago

Does Hilti PROFIS comply with EOTA-EAD

I have received a specification for bonded anchors in concrete from EOTA called EAD 330499-01-0601. Does Hilti comply with this document?

EOTA,EAD,bondedanchors,anchors

Showing 411-420 of 551 Results