HIT-RE 500-SD stregth after intital set up - epoxy strength se... - Hilti
Tensile strength of fully cured HIT-RE 500 V3 can be found in Table 1 on page 115, in addition to other material properties. However, the capacity of HIT-RE 500 V3 with a threaded rod can be calculated using the Hilti Simplified Design Tables on pages 130-142 or PROFIS Engineering Suite web-based software. Regards, Paris
HIT-RE 500 VE+Rebar Connection - Rebar Development, HIT-RE, …
The required development for the HIT-RE 500 VE+Rebar type is not available due to the existing slab thickness limitation. Any other solutions to over-come the development length problem? Can I use the HIT-RE 500 VE+Rebar type drilled inclined into the existing slab? If so, what are the limitations and any design gu...
HY 200 vs RE-500 in Profis Rebar - Profis, Rebar, Profisrebar ... - Hilti
Hi Customer, well this is a good question. Calculating a tension or compression development length/lap splice length per ACI 318-11 Chapter 12, or calculating a special moment frame/special structural wall development length per ACI 318-11 Chapter 21 is independent of the whether HIT-HY 200 or HIT-RE 500 V3 is used.
Can Hilti Hit RE-500 be used to anchor Hot-Dipped Galvanized a...
If the design is based on anchor theory, Hilti has performed basic testing for the HIT-RE 500 V3 adhesive anchor with epoxy-coated rebar. Typically, there is no reduction in the ultimate bond stress due to the epoxy coating, but there can be an increase in the tested data scatter / coefficient of variation.
HIT-RE 500 V3 and ACI 355 - Hilti HIT-RE 500 V3, ACI 355 - Hil...
Hilti's HIT-RE 500 V3 does meet the requirements of ACI 355.4, per Section 6.0 of ESR-3814. Regards, Matthew.
HIT RE-500 V3 Anchors Re-torque - Reuse of RE 500 V3 Anchors,
I have a 7/8 dia. threaded rod with HIT RE-500 V3 anchoring system installed for a project. The equipment that these anchors are used for are being replaced. My questions are: 1) Can these anchors be continued to use? 2) If so, are there any special torque requirements? Or do we just torque the nuts with the same ...
using RE500 V3 with 25M rebar in oversized holes - Rebar, RE50.
I am looking at an application of HIT-RE 500 V3 with 25M post installed rebar (19” embedment). The HILTI manual calls for 1 ¼” hole for 25M rebar. The contractor wants to utilize the drill bit they have on site which will give them 1 ½” hole. Could you tell me if there is a tolerance with the hole size and if it wo...
Embedment Depth for #9 Rebar in 6000 psi Concrete Using Hilti ...
I am working on a project that involves post-installed #9 rebar in 6000 psi concrete with Hilti HIT-RE 500 V3 epoxy. I reviewed Table 31 in the ESR-3814 report, which provides embedment depths for 2500 psi and 4000 psi concrete, but I couldn’t find …
Hilti HIT-RE 500 V3 Cure time - concrete, cure time - Hilti US
If the adhesive anchor has not fully cured by the time the concrete is poured, Hilti does not have any testing related to the cure time of HIT-RE 500 V3 when it is covered with concrete. The cure times for HIT-RE 500 V3 can be found on page 14 of the Instructions for Use.
Adhesive Capacity of HIT-RE 500 - adhesive, hit-re 500 - Hilti...
What is the adhesive strength of HIT-RE 500 to concrete? Concrete strength f'c is 40 MPa.