www.hilti.in Profis Anchor 2.4.

9
Company: Reliance Page: 1
Specifier: Mr K K Singh Project: Reliance Tower Install
Address: Gurgaon Sub-Project I Pos. No.: Delhi/Gurgaon
Phone I Fax: | Date: 29-12-2014
E-Mail:

Specifier's comments: To Fix base plates to RCC Column top slab

1 Input data
Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M12
Effective embedment depth: hef,act = 170 mm (hef,limit = - mm)
Material: 5.8
Evaluation Service Report: Hilti Technical Data
Issued I Valid: -|-
Proof: design method Extended ETAG BOND (EOTA TR 029)
Stand-off installation: eb = 0 mm (no stand-off); t = 13 mm
Anchor plate: lx x ly x t = 150 mm x 150 mm x 13 mm; (Recommended plate thickness: not calculated)
Profile: no profile
Base material: uncracked concrete, C16/20, fcc = 20.00 N/mm2; h = 1000 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!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
www.hilti.in Profis Anchor 2.4.9
Company: Reliance Page: 2
Specifier: Mr K K Singh Project: Reliance Tower Install
Address: Gurgaon Sub-Project I Pos. No.: Delhi/Gurgaon
Phone I Fax: | Date: 29-12-2014
E-Mail:

2 Load case/Resulting anchor forces

Load case: Design loads 3 4
y
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 9.486 0.250 0.000 0.250
2 0.895 0.250 0.000 0.250 x
Tension Compression
3 9.486 0.250 0.000 0.250
4 0.895 0.250 0.000 0.250
max. concrete compressive strain: 0.04 [‰]
max. concrete compressive stress: 1.19 [N/mm2]
resulting tension force in (x/y)=(-46/0): 20.761 [kN]
resulting compression force in (x/y)=(72/0): 0.761 [kN] 1 2

3 Tension load (EOTA TR 029, Section 5.2.2)

Load [kN] Capacity [kN] Utilization bN [%] Status
Steel Strength* 9.486 28.000 34 OK
Combined pullout-concrete cone failure** 20.761 59.994 35 OK
Concrete Breakout Strength** 20.761 22.551 93 OK
Splitting failure** 20.761 59.011 36 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 9.486

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]
96100 40000 20.00 392 196 100
h'ef [mm] c'cr,Np [mm] s'cr,Np [mm]
87 100 200
2 0
yc tRk,ucr [N/mm ] k yg,Np yg,Np
1.000 20.00 3.200 1.000 1.000
ec1,N [mm] yec1,Np ec2,N [mm] yec2,Np ys,Np yre,Np
46 0.687 0 1.000 1.000 1.000
N0Rk,p [kN] NRk,p [kN] gM,p NRd,p [kN] NSd [kN]
65.410 107.990 1.800 59.994 20.761

3.3 Concrete Breakout Strength

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm]
96100 40000 255 510
h'ef [mm] c'cr,N [mm] s'cr,N [mm]
67 100 200
ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1
46 0.687 0 1.000 1.000 1.000 10.100
N0Rk,c [kN] gM,c NRd,c [kN] NSd [kN]
24.587 1.800 22.551 20.761

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.in Profis Anchor 2.4.9
Company: Reliance Page: 3
Specifier: Mr K K Singh Project: Reliance Tower Install
Address: Gurgaon Sub-Project I Pos. No.: Delhi/Gurgaon
Phone I Fax: | Date: 29-12-2014
E-Mail:

3.4 Splitting failure

Ac,N [mm2] A0c,N [mm2] ccr,sp [mm] scr,sp [mm] yh,sp
96100 40000 170 340 1.424
h'ef [mm] c'cr,sp [mm] s'cr,sp [mm]
100 100 200
ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1
46 0.687 0 1.000 1.000 1.000 10.100
N0Rk,c [kN] gM,sp NRd,sp [kN] NSd [kN]
45.169 1.800 59.011 20.761

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.in Profis Anchor 2.4.9
Company: Reliance Page: 4
Specifier: Mr K K Singh Project: Reliance Tower Install
Address: Gurgaon Sub-Project I Pos. No.: Delhi/Gurgaon
Phone I Fax: | Date: 29-12-2014
E-Mail:

4 Shear load (EOTA TR 029, Section 5.2.3)

Load [kN] Capacity [kN] Utilization bV [%] Status
Steel Strength (without lever arm)* 0.250 16.800 2 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 1.000 78.759 2 OK
Concrete edge failure in direction y+** 1.000 12.876 8 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 0.250

4.2 Pryout Strength (Concrete Breakout Strength controls)

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm] k-factor k1
96100 40000 255 510 2.000 10.100
h'ef [mm] c'cr,N [mm] s'cr,N [mm]
67 100 200
ec1,V [mm] yec1,N ec2,V [mm] yec2,N ys,N yre,N
0 1.000 0 1.000 1.000 1.000
N0Rk,c [kN] gM,c,p VRd,c1 [kN] VSd [kN]
24.587 1.500 78.759 1.000

4.3 Concrete edge failure in direction y+

hef [mm] dnom [mm] k1 a b
170 12.0 2.400 0.130 0.065
c1 [mm] Ac,V [mm2] A0c,V [mm2]
100 46500 45000

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

0.900 1.000 1.000 0 1.000 1.000
V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN]
20.768 1.500 12.876 1.000

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

bN bV a Utilization bN,V [%] Status
0.921 0.078 1.000 84 OK
(bN + bV) / 1.2 <= 1

6 Displacements (highest loaded anchor)

Short term loading:
NSk = 7.027 [kN] dN = 0.033 [mm]
VSk = 0.370 [kN] dV = 0.019 [mm]
dNV = 0.038 [mm]
Long term loading:
NSk = 7.027 [kN] dN = 0.066 [mm]
VSk = 0.370 [kN] dV = 0.030 [mm]
dNV = 0.072 [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.in Profis Anchor 2.4.9
Company: Reliance Page: 5
Specifier: Mr K K Singh Project: Reliance Tower Install
Address: Gurgaon Sub-Project I Pos. No.: Delhi/Gurgaon
Phone I Fax: | Date: 29-12-2014
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!
• 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 twice with oil-free compressed air (min. 6 bar), brush twice,
blow twice with oil-free compressed air (min. 6 bar)).
• Characteristic bond resistances depend on short- and long-term temperatures.
• Please contact Hilti to check feasibility of HIT-V rod supply.
• Longitudinal reinforcement along the edge of the member shall be provided!

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.in Profis Anchor 2.4.9
Company: Reliance Page: 6
Specifier: Mr K K Singh Project: Reliance Tower Install
Address: Gurgaon Sub-Project I Pos. No.: Delhi/Gurgaon
Phone I Fax: | Date: 29-12-2014
E-Mail:

8 Installation data
Anchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M12
Profile: no profile; 0 x 0 x 0 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): 13 mm Hole depth in the base material: 170 mm
Recommended plate thickness: not calculated Minimum thickness of the base material: 200 mm
Cleaning: Premium cleaning of the drilled hole is required

8.1 Required accessories

Drilling Cleaning Setting

• Suitable Rotary Hammer • Compressed air with required • Dispenser including cassette and mixer
• Properly sized drill bit accessories to blow from the bottom of • Torque wrench
the hole
• Proper diameter wire brush
y

75 75

20
3 4

75
110

x
75

1 2
20

20 110 20

Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y
1 -55 -55 100 210 100 210
2 55 -55 210 100 100 210
3 -55 55 100 210 210 100
4 55 55 210 100 210 100

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.in Profis Anchor 2.4.9
Company: Reliance Page: 7
Specifier: Mr K K Singh Project: Reliance Tower Install
Address: Gurgaon Sub-Project I Pos. No.: Delhi/Gurgaon
Phone I Fax: | Date: 29-12-2014
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