In most cases, profis uses 1.40 as the material factor to calculate the design resistance of the achor. With load factor being 2.0, the overall FOS is therefore only 2.80. Doesn't it fail to fulfill the FOS requirement of 3.0 in Hong Kong?
What should we do if we find out that the anchor hole is hitting the rebar during the drilling process? Should we replace the original anchor with another one that has shorter embedment depth to accomodate the situation?
May I know what factor will influence anchor performance?
Is there any installation training for anchor can be provided?
Is there any product can be used under fire case?
Ask if Profis can support calculation of two model of anchors on same base plate in PROFIS ?
Is there any loading difference btw HDA TR and PR?
Any anchor can use in seismic condition?
Where can i get this information?
I finished the Anchor CPD training and the short quiz but I dont know where can i get the CPD pdf file.
Where can I find the cad file of anchor
Any A4-80 anchor in Hilti's portfolio?
Asked on behalf, where can I gain access to the BIM library of Hilti anchors?
Which anchor should I choose if I have a steel plate need to fix on the brick wall?
Our concrete structure is newly formed. Why people say that it is cracked concrete?
May I know what anchor is removable?