Engineering Center

How difficult is it to add/delete people from the floating license. What is the procedure? We are thinking about upgrading to the floating license. Am I going to have to call our internal IT department every time I want to add someone?

If I change the embedment depth the new value reverts almost instantly. No matter if I click the or - sign or if I type on in manually. The new value appears for a second then it reverts to the previous value. This happens on past files and when making a new one from the provided template. However, if I import a file fro...

Is it possible to design using HY-150? I can't see it in the options.

We are using Hilti CFS-SP WB Sealant Spray. We have applied the spray as designed. The Building Inspector has requested verification that "spraying this product over drywall tape and compound will not affect the products effectiveness" Can you advise if spraying this product over top of dried drywall tape and compound - that i...

For North American users (Canadian codes included), where can a pdf copy of the "Advanced Base Plate Technical Background" be found?

If grout thickness under a column baseplate becomes too thin, what failure mechanism drives the deficiency message?

I cant change the embedment of cast in place anchors...

While I understand the difference between cracked and uncracked concrete and the reason to distinguish between the two, what makes one anchor to work in cracked concrete? For example, the Kwik HUS looks very similar to the KH-EZ but only the KH-EZ is suitable for cracked concrete.

I need to anchor a baseplate and column to concrete that supports a pipe vibrating up & down at approximately 10 cycle/sec. Estimated up/down force is 1,500 to 3,000 lbs or more.

Does any recommendation for anchor bolt size that works with Pre-cast wall concrete 3in thick?