Hilti PROFIS Engineering 3.0.

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Design: Rif_003 Date: 01/02/2024
Fastening Point:

Specifier's comments:

1 Input data
Anchor type and size: HIT-HY 200-A V3 + HIT-Z 100 Years M12
Return period (service life in years): 100
Item number: 2018413 HIT-Z M12x155 (insert) / 2377669 HIT-HY
200-A V3 (mortar)
Effective embedment depth: hef,act = 120.0 mm (hef,limit = - mm)
Material: DIN EN ISO 4042
Approval No.: ETA 19/0632
Issued I Valid: 08/06/2023 | -
Proof: Design Method Extended ETAG (No. 001 Annex C/2010)
Stand-off installation: eb = 0.0 mm (no stand-off); t = 12.0 mm

Baseplate :
R lx x ly x t = 300.0 mm x 300.0 mm x 12.0 mm; (Recommended plate thickness: not calculated)

Profile: no profile
Base material: 2
cracked concrete, C25/30, fc,cube = 30.00 N/mm ; h = 10,000.0 mm, Temp. short/long: 0/0 °C
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: No reinforcement or Reinforcement spacing >= 150 mm (any Ø) or >= 100 mm (Ø <= 10 mm)
no longitudinal edge reinforcement

R
- The anchor calculation is based on a rigid baseplate assumption.

Geometry [mm] & Loading [kN, kNm]

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Rif_003 Date: 01/02/2024
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1.1 Load combination

Case Description Forces [kN] / Moments [kNm] Seismic Fire Max. Util. Anchor [%]
1 IDRO N = 0.000; Vx = 9.620; Vy = 0.000; no no 23
Mx = 0.000; My = 0.000; Mz = 0.000;

2 Load case/Resulting anchor forces y

2
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 0.000 4.810 4.810 0.000
2 0.000 4.810 4.810 0.000 x

max. concrete compressive strain: - [‰]

max. concrete compressive stress: - [N/mm ]
2

resulting tension force in (x/y)=(0.0/0.0): 0.000 [kN]

resulting compression force in (x/y)=(0.0/0.0): 0.000 [kN] 1

Anchor forces are calculated based on the assumption of a rigid baseplate.

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Rif_003 Date: 01/02/2024
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3 Tension load (ETAG, Annex C, Section 5.2.2)

Load [kN] Capacity [kN] Utilization bN [%] Status
Steel failure* N/A N/A N/A N/A
Concrete Breakout failure** N/A N/A N/A N/A
Splitting failure** N/A N/A N/A N/A

* highest loaded anchor **anchor group (anchors in tension)

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Rif_003 Date: 01/02/2024
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4 Shear load (ETAG, Annex C, Section 5.2.3)

Load [kN] Capacity [kN] Utilization bV [%] Status
Steel failure (without lever arm)* 4.810 21.600 23 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout failure** 9.620 156.979 7 OK
Concrete edge failure in direction ** N/A N/A N/A N/A

* highest loaded anchor **anchor group (relevant anchors)

4.1 Steel failure (without lever arm)

V
VSd £ VRd,s = Rk,s ETAG 001 Annex C, Table 5.2.3.1
gM,s

VRk,s [kN] gM,s VRd,s [kN] VSd [kN]

27.000 1.250 21.600 4.810

4.2 Pryout failure

V
VSd £ VRd,cp = Rk,cp ETAG 001 Annex C, Table 5.2.3.1
gM,c,p
VRk,cp = k · NRk,c ETAG 001 Annex C, Eq. (5.6)
0 A
NRk,c = NRk,c · 0c,N · y s,N · y re,N · y ec1,N · y ec2,N ETAG 001 Annex C, Eq. (5.2)
Ac,N
0 1,5
NRk,c = k1 · √fck,cube · hef ETAG 001 Annex C, Eq. (5.2a)
0
Ac,N = scr,N · scr,N ETAG 001 Annex C, Eq. (5.2b)
c
y s,N = 0.7 + 0.3 · £ 1.00 ETAG 001 Annex C, Eq. (5.2c)
ccr,N
hef
y re,N = 0.5 + 1.00 ETAG 001 Annex C, Eq. (5.2d)
200 £
1
y ec1,N = 1.00 ETAG 001 Annex C, Eq. (5.2e)
2 · ec1,V £
1+
scr,N
1
y ec2,N = 1.00 ETAG 001 Annex C, Eq. (5.2e)
2 · ec2,V £
1+
scr,N

2 0 2
Ac,N [mm ] Ac,N [mm ] ccr,N [mm] scr,N [mm] k-factor
201,600 129,600 180.0 360.0 2.920

ec1,V [mm] y ec1,N ec2,V [mm] y ec2,N y s,N y re,N

0.0 1.000 0.0 1.000 1.000 1.000
0
NRk,c [kN] gM,c,p VRd,cp [kN] VSd [kN]
51.840 1.500 156.979 9.620

Group anchor ID
1, 2

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Rif_003 Date: 01/02/2024
Fastening Point:

5 Displacements (highest loaded anchor)

Short term loading:

NSk = 0.000 [kN] dN = - [mm]

VSk = 3.563 [kN] dV = 0.1781 [mm]
dNV = - [mm]
Long term loading:

NSk = 0.000 [kN] dN = - [mm]

VSk = 3.563 [kN] dV = 0.2850 [mm]
dNV = - [mm]

Comments: Tension displacements are valid with half of the required installation torque moment for uncracked concrete! Shear displacements
are valid without friction between the concrete and the baseplate! The gap due to the drilled hole and clearance hole tolerances are not
included in this calculation!

The acceptable anchor displacements depend on the fastened construction and must be defined by the designer!

6 Warnings
• The anchor design methods in PROFIS Engineering require rigid baseplates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the baseplate are not considered - the
baseplate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering
calculates the minimum required baseplate thickness with CBFEM to limit the stress of the baseplate based on the assumptions explained
above. The proof if the rigid baseplate 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!
• Checking the transfer of loads into the base material is required in accordance with ETAG 001, Annex C(2010)Section 7! The software
considers that the grout is installed under the baseplate without creating air voids and before application of the loads.
• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 4.1 of ETAG 001, Annex C! For larger
diameters of the clearance hole see Chapter 1.1. of ETAG 001, Annex C!
• 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.
• The characteristic bond resistances depend on the return period (service life in years): 100

Fastening meets the design criteria!

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Address: Specifier:
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Design: Rif_003 Date: 01/02/2024
Fastening Point:

7 Installation data
2
Baseplate, steel: S 235; E = 210,000.00 N/mm ; fyk = 235.00 N/mm
2 Anchor type and size: HIT-HY 200-A V3 + HIT-Z 100 Years
M12
Profile: no profile Item number: 2018413 HIT-Z M12x155 (insert) / 2377669
HIT-HY 200-A V3 (mortar)
Hole diameter in the fixture (pre-setting) : df = 14.0 mm Maximum installation torque: 40 Nm
Hole diameter in the fixture (through fastening) : df = 16.0 mm Hole diameter in the base material: 14.0 mm
Plate thickness (input): 12.0 mm Hole depth in the base material: 150.0 mm
Recommended plate thickness: not calculated Minimum thickness of the base material: 180.0 mm
Drilling method: Hammer drilled
Cleaning: No cleaning of the drilled hole is required

Hilti SAFEset HIT-Z non-cleaning bonded expansion anchor with HIT-HY 200-A V3 injection mortar with 120 mm embedment h_ef, M12,
Steel galvanized, Hammer drilling installation per ETA 19/0632

7.1 Recommended accessories

Drilling Cleaning Setting

• Suitable Rotary Hammer • No accessory required • Dispenser including cassette and mixer
• Properly sized drill bit • Torque wrench

y
150.0 150.0
50.0

2
150.0
200.0

x
150.0

1
50.0

100.0 200.0

Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y
1 -50.0 -100.0 - - - -
2 -50.0 100.0 - - - -

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Company: Page: 7
Address: Specifier:
Phone I Fax: | E-Mail:
Design: Rif_003 Date: 01/02/2024
Fastening Point:

8 Remarks; Your Cooperation Duties

• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior
to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you
put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by
you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with
regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to
interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability
for a specific application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan