*Posted on behalf of a Hilti customer: PROFIS Anchor and the simplified tables seem to indicate different minimum edge distances than what is provided in CSA. Which values are correct?
*Posted on behalf of a Hilti customer: I am designing an anchor for an overhead application, but there are no visible cracks in the concrete, can I use uncracked concrete?
*Posted on behalf of a Hilti customer: Why does PROFIS Anchor not allow me to specify deeper embedment depths with adhesive anchors?
*Posted on behalf of a Hilti customer What is the difference between Allowable Stress design (ASD) and Limit States Design (LSD)?
*Posted on behalf of a Hilti customer When I compare calculations between PROFIS Anchor and the Simplified Tables, PROFIS Anchor provides a much higher capacity. Which result can I use in my design?
Why do the Simplified Tables for cracked croncrete provide lower reduction factors than the uncracked concrete tables in some cases? This seems counter-intuitive. *Posted on behalf of a Hilti customer.
Why does PROFIS Anchor sometimes calculation the tri-linear interaction equation, and other times calculate the the parabolic interaction equation? Does it vary based on conditions or anchor type?