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Company: Page: 1
Specifier: Project: 3x4m shade
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 26-Aug-18
E-Mail:

Specifier's comments:

1 Input data
Anchor type and diameter: HIT-HY 200-R + HIT-Z M12
Effective embedment depth: hef,act = 120 mm (hef,limit = - mm)
Material: DIN EN ISO 4042
Evaluation Service Report: ETA 12/0028
Issued I Valid: 15-Mar-13 | 10-Feb-17
Proof: Design method ETAG BOND (EOTA TR 029)
Stand-off installation: eb = 0 mm (no stand-off); t = 16 mm
Anchor plate: lx x ly x t = 250 mm x 180 mm x 16 mm; (Recommended plate thickness: not calculated
Profile: Pipe; (L x W x T) = 89 mm x 89 mm x 5 mm
Base material: cracked concrete, C25/30, fcc = 30.00 N/mm2; h = 250 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!
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 2.6.0
Company: Page: 2
Specifier: Project: 3x4m shade
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 26-Aug-18
E-Mail:

2 Load case/Resulting anchor forces y

Load case: Design loads

Anchor reactions [kN] 3 4

Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 12.053 1.246 -0.483 1.148 Compression
2 0.458 0.976 -0.483 -0.848 x
3 10.452 1.427 0.847 1.148 Tension
4 0.000 1.199 0.847 -0.848
max. concrete compressive strain: 0.23 [‰]
max. concrete compressive stress: 6.76 [N/mm2] 1 2
resulting tension force in (x/y)=(-86/-5): 22.963 [kN]
resulting compression force in (x/y)=(110/26): 17.963 [kN]

3 Tension load (EOTA TR 029, Section 5.2.2)

Load [kN] Capacity [kN] Utilization bN [%] Status
Steel Strength* 12.053 36.667 33 OK
Combined pullout-concrete cone failure** 22.963 42.532 54 OK
Concrete Breakout Strength** 22.963 44.619 52 OK
Splitting failure** 22.963 51.807 45 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]
55.000 1.500 36.667 12.053

3.2 Combined pullout-concrete cone failure

Ap,N [mm2] A0p,N [mm2] 2
tRk,ucr,25 [N/mm ] scr,Np [mm] ccr,Np [mm] cmin [mm] hef,Helix [mm]
86400 32400 22.00 180 90 910 60
2 0
yc tRk,cr [N/mm ] k yg,Np yg,Np
1.000 20.00 2.300 1.000 1.000
ec1,N [mm] yec1,Np ec2,N [mm] yec2,Np ys,Np yre,Np
56 0.615 15 0.860 1.000 1.000
N0Rk,p [kN] NRk,p [kN] gM,p NRd,p [kN] NSd [kN]
45.239 63.798 1.500 42.532 22.963

3.3 Concrete Breakout Strength

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm]
237600 129600 180 360
ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1
56 0.761 15 0.925 1.000 1.000 7.200
N0Rk,c [kN] gM,c NRd,c [kN] NSd [kN]
51.840 1.500 44.619 22.963

3.4 Splitting failure

Ac,N [mm2] A0c,N [mm2] ccr,sp [mm] scr,sp [mm] yh,sp
384544 238144 244 488 1.211
ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1
56 0.812 15 0.943 1.000 1.000 7.200
N0Rk,c [kN] gM,sp NRd,sp [kN] NSd [kN]
51.840 1.500 51.807 22.963

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 2.6.0
Company: Page: 3
Specifier: Project: 3x4m shade
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 26-Aug-18
E-Mail:

4 Shear load (EOTA TR 029, Section 5.2.3)

Load [kN] Capacity [kN] Utilization bV [%] Status
Steel Strength (without lever arm)* 1.427 21.600 7 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength* 1.427 34.560 5 OK
Concrete edge failure in direction x+** 2.398 100.148 3 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]
27.000 1.250 21.600 1.427

4.2 Pryout Strength (Bond Strength controls)

Ap,N [mm2] A0p,N [mm2] 2
tRk,ucr,25 [N/mm ] ccr,Np [mm] scr,Np [mm] cmin [mm] hef,Helix [mm]
27000 32400 22.00 90 180 910 60
2 0
yc tRk,cr [N/mm ] k k-factor yg,Np yg,Np
1.000 20.00 2.300 2.000 0.000 1.000

ys,Np ec1,V [mm] yec1,Np ec2,V [mm] yec2,Np yre,Np

1.000 0 1.000 0 1.000 1.000
N0Rk,p [kN] NRk,p [kN] gM,c,p VRd,c1 [kN] VSd [kN]
45.239 5.396 1.500 34.560 1.427

4.3 Concrete edge failure in direction x+

hef [mm] dnom [mm] k1 a b
120 12.0 1.700 0.036 0.042
c1 [mm] Ac,V [mm2] A0c,V [mm2]
910 606250 3726450

ys,V yh,V ya,V ec,V [mm] yec,V yre,V

0.907 2.337 1.313 42 0.970 1.000
V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN]
342.171 1.500 100.148 2.398

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

bN bV a Utilization bN,V [%] Status
0.540 0.066 1.500 42 OK
a a
bN + bV ≤ 1

6 Displacements (highest loaded anchor)

Short term loading:
NSk = 8.928 [kN] dN = 0.158 [mm]
VSk = 0.923 [kN] dV = 0.046 [mm]
dNV = 0.164 [mm]
Long term loading:
NSk = 8.928 [kN] dN = 0.454 [mm]
VSk = 0.923 [kN] dV = 0.074 [mm]
dNV = 0.460 [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
www.hilti-me.com Profis Anchor 2.6.0
Company: Page: 4
Specifier: Project: 3x4m shade
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 26-Aug-18
E-Mail:

7 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.
• Characteristic bond resistances depend on short- and long-term temperatures.
• 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 2.6.0
Company: Page: 5
Specifier: Project: 3x4m shade
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 26-Aug-18
E-Mail:

8 Installation data
Anchor plate, steel: - Anchor type and diameter: HIT-HY 200-R + HIT-Z M12
Profile: Pipe; 89 x 89 x 5 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): 16 mm Hole depth in the base material: 150 mm
Recommended plate thickness: not calculated Minimum thickness of the base material: 180 mm
Cleaning: No cleaning of the drilled hole is required

8.1 Recommended accessories

Drilling Cleaning Setting

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

125 125

30
3 4

90
120
x

90

1 2
30

35 180 35

Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y
1 -90 -60 9910 1090 940 10060
2 90 -60 10090 910 940 10060
3 -90 60 9910 1090 1060 9940
4 90 60 10090 910 1060 9940

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 2.6.0
Company: Page: 6
Specifier: Project: 3x4m shade
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 26-Aug-18
E-Mail:

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