www.hilti-me.com Profis Anchor 2.7.

1
Company: Page: 1
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 10/21/2020
E-Mail:

Specifier's comments:

1 Input data
Anchor type and diameter: HIT-HY 200-R + HIT-V (5.8) M10
Effective embedment depth: hef,opti = 60 mm (hef,limit = 200 mm)
Material: 5.8
Evaluation Service Report: ETA 12/0084
Issued I Valid: 4/15/2015 | 4/15/2020
Proof: Design method ETAG BOND (EOTA TR 029)
Stand-off installation: eb = 0 mm (no stand-off); t = 8 mm
Anchor plate: lx x ly x t = 200 mm x 610 mm x 8 mm; (Recommended plate thickness: not calculated
Profile: no profile
Base material: uncracked concrete, C35/45, fcc = 45.00 N/mm2; h = 400 mm, Temp. short/long: 30/40 °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

Geometry [mm] & Loading [kN, kNm]

Input data and results must be checked for agreement with the existing conditions and for plausibility!
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2 Load case/Resulting anchor forces y

Load case: Design loads

Anchor reactions [kN] 2

Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 0.000 5.000 5.000 0.000
2 0.000 5.000 5.000 0.000 x
max. concrete compressive strain: - [‰]
max. concrete compressive stress: - [N/mm2]
resulting tension force in (x/y)=(0/0): 0.000 [kN]
resulting compression force in (x/y)=(0/0): 0.000 [kN] 1

3 Tension load (EOTA TR 029, Section 5.2.2)

Load [kN] Capacity [kN] Utilization bN [%] Status
Steel Strength* N/A N/A N/A N/A
Combined pullout-concrete cone failure** N/A N/A N/A N/A
Concrete Breakout Strength** N/A N/A N/A N/A
Splitting failure** N/A N/A N/A N/A
* anchor having the highest loading **anchor group (anchors in tension)

Input data and results must be checked for agreement with the existing conditions and for plausibility!
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4 Shear load (EOTA TR 029, Section 5.2.3)

Load [kN] Capacity [kN] Utilization bV [%] Status
Steel Strength (without lever arm)* 5.000 12.000 42 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 10.000 80.434 13 OK
Concrete edge failure in direction y+** 5.000 75.711 7 OK
* anchor having the highest loading **anchor group (relevant anchors)

4.1 Steel Strength (without lever arm)

VRk,s [kN] gM,s VRd,s [kN] VSd [kN]
15.000 1.250 12.000 5.000

4.2 Pryout Strength (Bond Strength controls)

Ap,N [mm2] A0p,N [mm2] 2
t Rk,ucr,25 [N/mm ] ccr,Np [mm] scr,Np [mm] cmin [mm]
64800 32400 15.00 90 180 155
2 0
yc t Rk,ucr [N/mm ] k k-factor y g,Np y g,Np
1.067 16.00 3.200 2.000 1.023 1.000
y s,Np ec1,V [mm] y ec1,Np ec2,V [mm] y ec2,Np y re,Np
1.000 0 1.000 0 1.000 1.000
N0Rk,p [kN] NRk,p [kN] gM,c,p VRd,cp [kN] VSd [kN]
30.163 60.326 1.500 80.434 10.000

4.3 Concrete edge failure in direction y+

hef [mm] dnom [mm] k1 a b
60 10.0 2.400 0.062 0.058
c1 [mm] Ac,V [mm2] A0c,V [mm2]
155 108113 108113
y s,V y h,V y a,V ec,V [mm] y ec,V y re,V
1.000 1.000 2.500 0 1.000 1.000
V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN]
45.427 1.500 75.711 5.000

5 Displacements (highest loaded anchor)

Short term loading:
NSk = 0.000 [kN] dN = 0.000 [mm]
VSk = 3.704 [kN] dV = 0.222 [mm]
dNV = 0.222 [mm]
Long term loading:
NSk = 0.000 [kN] dN = 0.000 [mm]
VSk = 3.704 [kN] dV = 0.296 [mm]
dNV = 0.296 [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 anchor plate! 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!

Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 10/21/2020
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6 Warnings
• Load re-distributions 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 loading!

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 EOTA TR 029, Section 7!
• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 4.1 of EOTA TR029! For larger
diameters of the clearance hole see Chapter 1.1. of EOTA TR029!
• 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.
• Bore hole cleaning must be performed according to instructions for use (blow 4 times with the hand pump, brush 4 times, blow again 4 times
with the hand pump).
• Characteristic bond resistances depend on short- and long-term temperatures.
• Please contact Hilti to check feasibility of HIT-V rod supply.
• Edge reinforcement is not required to avoid splitting failure

Fastening meets the design criteria!

Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
www.hilti-me.com Profis Anchor 2.7.1
Company: Page: 5
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 10/21/2020
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7 Installation data
Anchor plate, steel: - Anchor type and diameter: HIT-HY 200-R + HIT-V (5.8) M10
Profile: no profile Installation torque: 0.020 kNm
Hole diameter in the fixture: df = 12 mm Hole diameter in the base material: 12 mm
Plate thickness (input): 8 mm Hole depth in the base material: 60 mm
Recommended plate thickness: not calculated Minimum thickness of the base material: 100 mm
Drilling method: Hammer drilled
Cleaning: Manual cleaning of the drilled hole according to instructions for use is required.

7.1 Recommended accessories

Drilling Cleaning Setting

• Suitable Rotary Hammer • Manual blow-out pump • Dispenser including cassette and mixer
• Properly sized drill bit • Proper diameter wire brush • Torque wrench
y

100 100

155

305

2
300

x
305

1
155

100 100

Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y
1 0 -150 - - 155 455
2 0 150 - - 455 155
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
www.hilti-me.com Profis Anchor 2.7.1
Company: Page: 6
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 10/21/2020
E-Mail:

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 agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan