report 2

7/17/2019 Report 2

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www.hilti.co.uk Profis Anchor 2.5.0

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

Company:Specifier:

Address:Phone I Fax:E-Mail:

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Page:Project:Sub-Project I Pos. No.:Date:

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Specifier's comments:

1 Input data

Anchor type and diameter: HIT-HY 200-A + HIT-V (8.8) M20

Effective embedment depth: hef,act = 350 mm (hef,limit = - mm)

Material: 8.8

Evaluation Service Report: ETA 11/0493

Issued I Valid: 8/8/2012 | 12/23/2016

Proof: Design method ETAG BOND (EOTA TR 029)

Stand-off installation: eb = 0 mm (no stand-off); t = 30 mm

Anchor plate: gr275; E = 200000.00 N/mm2; f yk = 275.00 N/mm2; gMs = 1.100

lx x ly x t = 450 mm x 350 mm x 30 mm; (Recommended plate thickness: calculated)

Profile: Advance UKB; (L x W x T x FT) = 251 mm x 146 mm x 9 mm x 9 mm

Base material: uncracked concrete, C40/50, f cc = 50.00 N/mm2; h = 10000 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)

with longitudinal edge reinforcement d >= 12 + close mesh (stirrups, hangers) s <=

Geometry [mm] & Loading [kN, kNm]

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2 Load case/Resulting anchor forces

Load case: Design loads

Anchor reactions [kN]

Tension force: (+Tension, -Compression)

Anchor Tension force Shear force Shear force x Shear force y1 0.000 12.750 12.750 0.000

2 66.158 12.750 12.750 0.000

3 0.000 12.750 12.750 0.000

4 66.158 12.750 12.750 0.000max. concrete compressive strain: 0.31 [‰]max. concrete compressive stress: 9.42 [N/mm2]resulting tension force in (x/y)=(175/0): 132.316 [kN]resulting compression force in (x/y)=(-200/0): 124.316 [kN]

TensionCompression

1 2

3 4

x

y

3 Tension load (EOTA TR 029, Section 5.2.2)

Load [kN] Capacity [kN] Utilization bbbbN [%] Status

Steel Strength* 66.158 130.667 51 OK

Combined pullout-concrete cone failure** 132.316 257.818 52 OK

Concrete Breakout Strength** 132.316 188.446 71 OK

Splitting failure** 132.316 374.224 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]

196.000 1.500 130.667 66.158

3.2 Combined pullout-concrete cone failure

Ap,N [mm2] A0p,N [mm2] tRk,ucr,25 [N/mm2] scr,Np [mm] ccr,Np [mm] cmin [mm]

493686 426667 20.00 653 327 220

yc tRk,ucr [N/mm2] k y0g,Np yg,Np

1.000 20.00 3.200 1.034 1.011

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

0 1.000 0 1.000 0.902 1.000

N0Rk,p [kN] NRk,p [kN] gM,p NRd,p [kN] NSd [kN]

439.823 464.072 1.800 257.818 132.316

3.3 Concrete Breakout Strength

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm]

968500 1102500 525 1050

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1

0 1.000 0 1.000 0.826 1.000 10.100

N0Rk,c [kN] gM,c NRd,c [kN] NSd [kN]

467.637 1.800 188.446 132.316

3.4 Splitting failure

Ac,N [mm2] A0c,N [mm2] ccr,sp [mm] scr,sp [mm] yh,sp

541500 490000 350 700 1.467

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1

0 1.000 0 1.000 0.889 1.000 10.100

N0Rk,c [kN] gM,sp NRd,sp [kN] NSd [kN]

467.637 1.800 374.224 132.316


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4 Shear load (EOTA TR 029, Section 5.2.3)

Load [kN] Capacity [kN] Utilization bbbbV [%] Status

Steel Strength (without lever arm)* 12.750 78.400 17 OK

Steel failure (with lever arm)* N/A N/A N/A N/A

Pryout Strength** 51.000 664.746 8 OK

Concrete edge failure in direction x+** 51.000 106.740 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]

98.000 1.250 78.400 12.750

4.2 Pryout Strength (Concrete Breakout Strength controls)

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm] k-factor k1

1423500 1102500 525 1050 2.000 10.100

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

0 1.000 0 1.000 0.826 1.000

N0Rk,c [kN] gM,c,p VRd,c1 [kN] VSd [kN]

467.637 1.500 664.746 51.000

4.3 Concrete edge failure in direction x+

hef [mm] dnom [mm] k1 a b

350 20.0 2.400 0.126 0.062

c1 [mm] Ac,V [mm2] A0c,V [mm2]

220 300300 217800

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

1.000 1.000 1.000 0 1.000 1.000

V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN]

116.123 1.500 106.740 51.000

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

bN bV a Utilization bN,V [%] Status0.702 0.478 1.500 92 OK

baN + b

aV ≤ 1

6 Displacements (highest loaded anchor)

Short term loading:

NSk = 49.006 [kN] dN = 0.134 [mm]

VSk = 18.889 [kN] dV = 0.756 [mm]

dNV = 0.767 [mm]

Long term loading:

NSk = 49.006 [kN] dN = 0.223 [mm]

VSk = 18.889 [kN] dV = 1.133 [mm]

dNV = 1.155 [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!


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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.

• 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!


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Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y

1 -175 -125 - 570 - -2 175 -125 - 220 - -3 -175 125 - 570 - -4 175 125 - 220 - -

8 Installation data

Anchor plate, steel: gr275; E = 200000.00 N/mm2; f yk = 275.00 N/mm2 Anchor type and diameter: HIT-HY 200-A + HIT-V (8.8) M20

Profile: Advance UKB; 251 x 146 x 9 x 9 mm Installation torque: 0.150 kNmHole diameter in the fixture: df = 22 mm Hole diameter in the base material: 22 mm

Plate thickness (input): 30 mm Hole depth in the base material: 350 mmRecommended plate thickness: calculated Minimum thickness of the base material: 394 mmCleaning: Premium cleaning of the drilled hole is required

8.1 Recommended accessories

Drilling Cleaning Setting

• Suitable Rotary Hammer

• Properly sized drill bit

• Compressed air with required accessories to blow from the bottom of the hole

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Proper diameter wire brush

• Dispenser including cassette and mixer

• Torque wrench

1 2

3 4

50 350 50

5 0

2 5 0

5 0

x

y

225 225

1 7 5

1 7 5



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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.


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