Engineering Center

In case of anchor bolting kb_tz2 1/2 inches and it fails how manny inches I should move before embedding a new anchor

Assume a W8 x 40 embedded 24 inches into mass concrete. At 54 inches above the concrete, the W8 needs to resist a horizontal load of 36 kips.

Can I use chemical anchors on green concrete? This is for an automotive lift. The customer doesn't want to wait the required 30 day cure time?

Is the KH-EZ permitted to be used with 6 CMU? There isn't an option in profis for this block size, but could I just reduce the anchor edge distance to analyze it?

I have a 24 x 60 base plate with two HSS sections welded to it 30 on center for which I need to design the anchorage in Hilti Profis. Is there a way to model more than one section on a base plate in Hilti Profis? Using a single section, I have to resort to a W30 in weak-axis bending to simulate the two HSS sections spaced 30...

I cannot find any information on if there is a different embedment depth when using #5 rebar 80ksi to get full capacity? Thank you for your help.

I have an FRP mechanical duct that is 14 in diameter that penetrates a concrete floor and need fire stopping for it. What system and/or product can I use for it?

I get a warning message (see attached) that for seismic the design steel strength must be the governing design strength having the highest utilization. But it looks to me like that is already the case with steel shear at 56% (bond is only at 24%). What am I misunderstanding? Thank you, Pete

Our company is in need of training for the CFS-SP WB acrylic spray product. Our team has many trained in using FS1Max, but this project is calling out for the spray to be applied. We are at Naval Station Guantanamo Bay and wonder if any online training is available for us.

how do get into the 2d editor page? I've tried and tried but still can not find the 2d button