Engineering Center

Posted by JOHN CORLESSalmost 4 years ago

Threaded rod development length

Can epoxied threaded rod be designed using the development length provisions?

standard threaded rod,adhesive bond capacity

Posted by Jasonalmost 4 years ago

RISAConnection to Hilti

When I export a connection from RISAConnection to Hilti Profis, does Profis factor the loads that are imported? The reason I ask is the loads shown in my RISAConnection (which are already factored) do not match the loads that are imported into Profis. So it seems like Hilti is automatically factoring them again.

RISA Connection Integration,factors

Posted by Brooke DePascalealmost 4 years ago

Combined Tensile and Shear Strength

Reference sketch attached. If we have an uplift force, represented by the red arrow, can we combine the shear strength of the anchors connecting the steel angle to the 18" concrete wall with the tensile capacity of the anchors connecting the W-shape to the concrete slab below? Would we need to design each of the connections fo...

tension and shear,HIT-HY 200 V3 HIT-Z Application

Posted by Jim Lawsonalmost 4 years ago

multiple conduits thru a shaft wall

looking for a listed assembly for 2 - 3 1” conduits penetrating a 2hr shaftwall

conduits,shaftwall assembly,penetation,ANSI/UL listed

Posted by Osman Ozakcaylialmost 4 years ago

Curtain wall mullion to 1HR Fire rated wall ( will the firestopping required?)

If so, Can you please provide ULC document for 1 hr rated wall assembly to curtain wall mullion. ( perpendicular to mullion) this is a stairwell we have 1 hr rated gypsum board walls butts into the curtain mullions

perimeter firestopping,Require for Firestopping

Posted by Daniel Bonavitaalmost 4 years ago

Does Hilti offer 3rd party PE stamping services for the PROFIS software?

Often my projects will require a 3rd party PE stamp for structural design calculations as part of a submittal package. When we are supplying anchors, we like to use PROFIS to design our anchorage so it would be helpful to be able to get a design report stamped to simplify the process. Having somebody from HILTI that is familia...

stamped calculation,design verification

Posted by homayoun hamedanialmost 4 years ago

Mechanical anchorage to top of steel deck with concrete topping

which mechanical anchor is more suitable for TOP attachment to concrete steel deck. I plan to attach 4x8 wood plate to concrete steel deck. Concrete deck is existing and may have a thickness of topping around 2 or 2.5 inches. I tried to use profis software to play around but the "TOP" option of steel deck cannot be chosen. In ...

use HILTI profis softvare,Mechanical anchor information

Posted by Tim Winteralmost 4 years ago

Specification Text for Anchor Systems

In the old desktop version of PROFIS (RIP) there was an option to copy what I believe was called the "Specification Text" that matched the anchor design with the ESR language for the anchor. This was particularly useful for screw anchors, for which hef and embedment depth are not the same, so it's important to get the right n...

anchoring system,Hilit Profis

Posted by Terry Hewittalmost 4 years ago

Are hilti pins equivalent to anchor bolts for fastening sill plates to concrete

pins vs anchor bolts

Building Inspector,we are dealing with a post-installed project. a new column should be planted to the existing foundation. if i am using the development length provision of the aci code i need to specify my post installed bar be embedded the length per aci code is that correct? what will be development length for a 28 mm rebar that be plant using hilti hy200r? (db=28mm fy=400mpa

Posted by Eric McAndrewalmost 4 years ago

Testing of post-installed anchors

What is the ASTM procedure for testing of post-installed anchors in concrete.

test procedure,pull out

Showing 2081-2090 of 2889 Results