12 Has U
12 Has U
12 Has U
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
Fastening point:
Specifier's comments:
1 Anchor Design
1.1 Input data
Anchor type and diameter: HIT-HY 200-R V3 + HAS-U 5.8 100 Years M12
Return period (service life in years): 100
Item number: 2223823 HAS-U 5.8 M12x160 (element) / 2262131
HIT-HY 200-R V3 (adhesive)
Filling set or any suitable annular gap filling solution
Effective embedment depth: hef,act = 100.0 mm (hef,limit = - mm)
Material: 5.8
Evaluation Service Report: ETA 19/0601
Issued I Valid: 12/2/2021 | -
Proof: SOFA design method + fib (07/2011) - after ETAG BOND testing
Stand-off installation: eb = 0.0 mm (no stand-off); t = 9.5 mm
Ledger Angle
CBFEM
: L1 x L2 x tL1 x tL2 x l = 100.0 mm x 100.0 mm x 9.5 mm x 9.5 mm x 624.0 mm;
CBFEM
- The anchor calculation is based on a component-based Finite Element Method (CBFEM)
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Hilti PROFIS Engineering 3.0.84
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
Fastening point:
Anchor forces are calculated based on a component-based Finite Element Method (CBFEM)
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
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Group anchor ID
1
Group anchor ID
1
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
Fastening point:
Group anchor ID
2
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
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1.5 Combined tension and shear loads SOFA (fib (07/2011), section 10.3)
bN bV a Utilization bN,V [%] Status
steel 0.149 0.193 2.000 6 OK
concrete 0.239 0.193 1.500 21 OK
a a
bN + bV <= 1
1.6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates as per current regulations (ETAG 001/Annex C, EOTA
TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor
plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above.
The proof if the rigid base plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• The accessory list in this report is for the information of the user only. In any case, the instructions for use provided with the product have to
be followed to ensure a proper installation.
• Characteristic bond resistances depend on short- and long-term temperatures.
• The design method fib (07/2011) assumes that no hole clearance between the anchors and the fixture is present. This can be achieved by
filling the gap with mortar of sufficient compressive strength (e.g. by using the Hilti Filling set) or by other suitable means
• The compliance with current standards (e.g. EN 1993, AS 4100:1998, etc.) is the responsibility of the user
• Checking the transfer of loads into the base material is required in accordance with fib (07/2011)!
• The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2021, ETAG 001/Annex
C, EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to
elastic/plastic displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment."
• The characteristic bond resistances depend on the return period (service life in years): 100
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Address: Specifier:
Phone I Fax: | E-Mail:
Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
Fastening point:
Hilti HAS-U threaded rod with HIT-HY 200-R V3 injection mortar with 100 mm embedment h_ef, M12, Steel galvanized, SAFEset - automatic
cleaning installation per ETA 19/0601, with annular gaps filled with Hilti Filling set or any suitable gap solutions
y
312.0 312.0
50.0
50.0
45.2
2 1
x
50.0
50.0
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
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2.2 Summary
Description Plate - vertical Plate - horizontal Concrete [%]
sEd [N/mm²] ePl [%] sEd [N/mm²] ePl [%] Hole bearing [%]
1 Combination 1 58.59 0.00 69.26 0.00 5 0
2.3 Anchor plate classification
Results below are displayed for the decisive load combinations: Combination 1
Anchor tension forces Equivalent rigid anchor plate (CBFEM) Component-based Finite Element Method
(CBFEM) anchor plate design
Anchor 1 4.565 kN 4.205 kN
Anchor 2 4.576 kN 4.190 kN
User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can
be applied.
2.4 Profile/Stiffeners/Plate
Profile and stiffeners are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for
critical cross sections, which should be performed outside of PROFIS Engineering.
Results
Part Load Material sEd [N/mm²] ePl [%] fy [N/mm²] gM0 fy/gM0 elim [%] Status
combination [N/mm²]
Plate - Combination S 235 69.26 0.00 235.00 1.00 235.00 5.00 OK
vertical 1
Plate - Combination S 235 58.59 0.00 235.00 1.00 235.00 5.00 OK
horizontal 1
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
Fastening point:
235.00 N/mm²
0.00 N/mm²
2.4.1.2 Plastic strain
Results below are displayed for the decisive load combination: 1 - Combination 1
5.00%
0.00%
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
Fastening point:
Equations
k1 ab fu d t
Fb,Rd =
gM2
VEd
Utilization =
Fb,Rd
Variables
k1 ab fu [N/mm²] d [mm] t [mm] gM2
Anchor 1 2.50 1.00 360.00 12.0 9.5 1.25
Anchor 2 2.50 1.00 360.00 12.0 9.5 1.25
Results
VEd [kN] Fb,Rd [kN] Utilization [%] Status
Anchor 1 3.890 82.080 5 OK
Anchor 2 3.913 82.080 5 OK
2.5 Concrete
Decisive load combination: 1 - Combination 1
According to EN1992-1-1 section 6.7(4), the concrete should have sufficient reinforcement to take into account the tensile forces that develop
due to the fixture attachment. The definition of the reinforcement in the concrete is out of scope of PROFIS Engineering.
0.00 N/mm²
2.5.2 Verification of compression in concrete under the anchor plate around the profile as per EN1992-1 section 6.7 and EN1993-1-8,
section 6.2.5
Equations
fjd
bj kj acc fck
=
gc
N
s = Aeff
Utilization =
s
fjd
Variables
N [kN] Aeff [mm²] bj kj acc fck [N/mm²] gc
9.504 0 0.67 0.00 1.00 20.00 1.50
Results
s [N/mm²] fjd [N/mm²] Utilization [%] Status
0.00 0.00 0 OK
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
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2.7 Warnings
● By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified
anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability
and adequacy for your specific jurisdiction and project requirements.
● The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory.
Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution
results.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
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3 Summary of results
Design of the anchor plate, anchor, welds and other elements are based on CBFEM (component based finite element method) and Eurocode
regulations.
Load combination Max. utilization Status
Anchors Combination 1 24% OK
Plate - horizontal Combination 1 30% OK
Concrete Combination 1 0% OK
Plate - vertical Combination 1 25% OK
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Hilti PROFIS Engineering 3.0.84
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Address: Specifier:
Phone I Fax: | E-Mail:
Design: Drafts_Concrete - Mar 8, 2023 Date: 3/8/2023
Fastening point:
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
12