Engineering Center

Hi, Could you please confirm if this is an 'on line' or 'on site' session?

Just trying to find out as someone has told me there is none approved.

Is there a way in PROFIS to configure HIT anchors into the TOP of core filled blockwork?

Are the KCM-WF KWIK CAST CAST-IN-PLACE ANCHOR (METRIC) fire rated to hang Hydrant pipe?

In order to increase the overturning capacity of an existing pad footing, I am aiming to embed a anchors into the footing. this anchor may need to be up to 1.5 meters deep. This is acceptable according to the Rebar Development Theory at 60*d however i cannot find any adequate anchors on Profis with an embedment depth of greate...

In calculation of e1, thickness of grout should be neglected as per Section 4.2.2.4 of AS 5216. It seems that the hilti is not neglecting the thickness of grout in calculating eccentricity, e1. Refer page 4 of the attached pdf report.

The design manual gives minimum embedment depth of 70, 80 and 90mm for M12, M16, M20 anchor bolts (using HIT-RE 500 V4 with HAS-U 5.8 bolts), and a minimum base thickness of hmin 30mm. In a lightly loaded application, can an M16 or M20 bolt be installed in a 100mm thick slab with 70mm embedment depth? And is there any guidanc...

How does Profis calculate the characteristic tensile strength of a fastener to steel failure (NRk,s)? You can see from page 3 of the attachment that Profis calculated NRk,s = 111 kN for an N16 bar (HIT-RE 500 V3 100 years Rebar 16mm). According to AS 5216:2021 clause 6.2.2, NRk,s shall be calculated in accordance with AS 4...

Do the channels come in standard lengths and standard stud lengths and spacings ? Are the design loads tabulated for the bolt is next to a stud OR at mid length between the studs? Is there a publication that gives an indication of what all the letters after a product mean?

Hi, I'm needing to rectify a pad with footing with 'N' type reinforcement on a project with a 120yr design life. Are you able to assist in providing an appropriate product? Thanks,