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2
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Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 29.9.2022.
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Specifier's comments:

1 Input data
Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M12
Effective embedment depth: hef,opti = 70 mm (hef,limit = 120 mm)
Material: 5.8
Evaluation Service Report: ETA 11/0493
Issued I Valid: 3.2.2017. | -
Proof: Design method ETAG BOND (EOTA TR 029)
Stand-off installation: eb = 0 mm (no stand-off); t = 10 mm
Anchor plate: lx x ly x t = 250 mm x 250 mm x 10 mm; (Recommended plate thickness: not calculated
Profile: IPBi/HEA; (L x W x T x FT) = 133 mm x 140 mm x 6 mm x 9 mm
Base material: uncracked concrete, C30/37, fc,cube = 37,00 N/mm2; h = 150 mm, Temp. short/long: 40/24 °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
Reinforcement to control splitting according to EOTA TR 029, 5.2.2.6 present.

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 3 4

Anchor reactions [kN]

Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 14,547 3,509 3,500 0,250
2 0,000 3,509 3,500 0,250 Tension x
3 15,998 3,509 3,500 0,250
Compression
4 0,000 3,509 3,500 0,250
max. concrete compressive strain: 0,31 [‰]
max. concrete compressive stress: 9,30 [N/mm2]
resulting tension force in (x/y)=(-90/4): 30,545 [kN]
resulting compression force in (x/y)=(109/-20): 44,545 [kN] 1 2

3 Tension load (EOTA TR 029, Section 5.2.2)

Load [kN] Capacity [kN] Utilization bN [%] Status
Steel Strength* 15,998 28,000 58 OK
Combined pullout-concrete cone failure** 30,545 57,412 54 OK
Concrete Breakout Strength** 30,545 41,653 74 OK
Splitting failure** 30,545 57,316 54 OK
* anchor having the highest loading **anchor group (anchors in tension)

3.1 Steel Strength

NRk,s [kN] gM,s NRd,s [kN] NSd [kN]
42,000 1,500 28,000 15,998

3.2 Combined pullout-concrete cone failure

Ap,N [mm2] A0p,N [mm2] 2
t Rk,ucr,25 [N/mm ] scr,Np [mm] ccr,Np [mm] cmin [mm]
80850 44100 18,00 210 105 100
2 0
yc t Rk,ucr [N/mm ] k y g,Np y g,Np
1,044 18,79 3,200 1,000 1,000
ec1,N [mm] y ec1,Np ec2,N [mm] y ec2,Np y s,Np y re,Np
0 1,000 4 0,961 0,986 1,000
N0Rk,p [kN] NRk,p [kN] gM,p NRd,p [kN] NSd [kN]
49,594 86,118 1,500 57,412 30,545

3.3 Concrete Breakout Strength

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm]
80850 44100 105 210
ec1,N [mm] y ec1,N ec2,N [mm] y ec2,N y s,N y re,N
0 1,000 4 0,961 0,986 1,000
k1 N0Rk,c [kN] gM,c NRd,c [kN] NSd [kN]
10,100 35,981 1,500 41,653 30,545

3.4 Splitting failure

Ac,N [mm2] A0c,N [mm2] ccr,sp [mm] scr,sp [mm] y h,sp
39200 19600 70 140 1,251
ec1,N [mm] y ec1,N ec2,N [mm] y ec2,N y s,N y re,N k1
0 1,000 4 0,955 1,000 1,000 10,100
N0Rk,c [kN] gM,sp NRd,sp [kN] NSd [kN]
35,981 1,500 57,316 30,545

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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4 Shear load (EOTA TR 029, Section 5.2.3)

Load [kN] Capacity [kN] Utilization bV [%] Status
Steel Strength (without lever arm)* 3,509 16,800 21 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 14,036 161,007 9 OK
Concrete edge failure in direction x+** 14,009 29,727 48 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]
21,000 1,250 16,800 3,509

4.2 Pryout Strength (Concrete Breakout Strength controls)

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm] k-factor k1
150150 44100 105 210 2,000 10,100
ec1,V [mm] y ec1,N ec2,V [mm] y ec2,N y s,N y re,N
0 1,000 0 1,000 0,986 1,000
N0Rk,c [kN] gM,c,p VRd,cp [kN] VSd [kN]
35,981 1,500 161,007 14,036

4.3 Concrete edge failure in direction x+

hef [mm] dnom [mm] k1 a b
70 12,0 2,400 0,041 0,049
c1 [mm] Ac,V [mm2] A0c,V [mm2]
410 134250 756450
y s,V y h,V y a,V ec,V [mm] y ec,V y re,V
0,749 2,025 1,001 0 1,000 1,000
V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN]
165,628 1,500 29,727 14,009

5 Combined tension and shear loads (EOTA TR 029, Section 5.2.4)

bN bV a Utilization bN,V [%] Status

0,733 0,471 1,500 96 OK
baN + baV ≤ 1,0

6 Displacements (highest loaded anchor)

Short term loading:
NSk = 11,850 [kN] dN = 0,269 [mm]
VSk = 2,599 [kN] dV = 0,130 [mm]
dNV = 0,299 [mm]
Long term loading:
NSk = 11,850 [kN] dN = 0,449 [mm]
VSk = 2,599 [kN] dV = 0,208 [mm]
dNV = 0,495 [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: 29.9.2022.
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7 Warnings
• The anchor design methods in PROFIS Anchor require rigid anchor plates 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 Anchor calculates the minimum
required anchor plate thickness with FEM 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 Anchor. 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
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Company: Page: 5
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 29.9.2022.
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8 Installation data
Anchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M12
Profile: IPBi/HEA; 133 x 140 x 6 x 9 mm Installation torque: 0,040 kNm
Hole diameter in the fixture: df = 14 mm Hole diameter in the base material: 14 mm
Plate thickness (input): 10 mm Hole depth in the base material: 70 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.

8.1 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 • Hilti seismic filling set
• Torque wrench
y

125 125

35
3 4

125
180

x
125

1 2
35

35 180 35

Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y
1 -90 -90 410 590 100 930
2 90 -90 590 410 100 930
3 -90 90 410 590 280 750
4 90 90 590 410 280 750

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.com Profis Anchor 2.7.2
Company: Page: 6
Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 29.9.2022.
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9 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