May I know the compressive strength of HY200?
what is the difference between effective embedment vs nominal embedment?
A small angle support was anchored into existing multi-wythe brick wall (12" thick) but HY200 was used. It was also anchored overhead into the slab that is supported on the wall. The angle is supporting a 1ft opening; will they have to remove…
1) 兩者有咩分別? 2) how to calculate embedded length? 10D / need to TAL for the rebar when using re500 / hy200?
What is the difference between CP648 and CFS-B?
Asked on behalf of my customer, what is the best product from Hilti and design methodology for missed coupler for rebar connection in wall to slab?
What are the differences between HST3 and HSA?
May I know the embedment depth with using HY200 Y16 for design to yield?
If I use the minimum edge distance or spacing on the design, does the anchor still reach the recommended load?
Hi, How can to use HY200 for overhead installation? Thanks, Jenny
There are two different equations when it comes to calculating the combined shear and tension loading. What should we do when we come across situation where it fulfills one equation but not the other one?
What are the main differences between these two threaded rods?
Which anchor length should I select for HST3 M12 with anchorage depth of 70 mm and base plate thickness of 14mm?
Is there any condition where we can assume infinite edge distance in profis for calculation?
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?
Hi. I have watched the online videos and completed the test. Although I got my downloadable certificate, the number of CPD hours is omitted from it. May I get another certificate printed the number of CPD hours as a valid proof. Thank you.
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?
same as the questions
Is there any installation training for anchor can be provided?
What are the prons of cons of using Chemical Anchor vs Mechanical Anchor?