report

PROFIS Anchor 2.2.6 www.hilti.inCompany: Specifier: Address: Phone I Fax: - | -E-Mail:

Page: Project: Sub-Project I Pos. No.: Date: 3/21/2012

Specifier's comments:

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

1. Input dataAnchor type and diameter: HIT-RE 500-SD + HIT-V (5.8), M20Effective embedment depth: hef,opti = 331 mm (hef,limit = 400 mm)Material: 5.8Evaluation Service Report:: ETA 07/0260Issued I Valid: 11/3/2008 | 11/8/2012Proof: design method SOFA design method + fib (07/2010) - after ETAG BOND testingStand-off installation: eb = 0 mm (no stand-off); t = 25 mmAnchor plate: lx x ly x t = 400 x 300 x 25 mm (Recommended plate thickness: not calculated)Profile Rectangular hollow; (L x W x T) = 170 mm x 90 mm x 7 mmBase material: cracked concrete , C20/25, fc = 20.00 N/mm²; h = 500 mm, Temp. short/long: 40/24°CInstallation: hammer drilled hole, installation condition: dryReinforcement: no reinforcement or reinforcement spacing >= 150 mm (any Ø) or >= 100 mm (Ø <= 10 mm)

no longitudinal edge reinforcement

Geometry [mm] & Loading [kN, kNm]

1





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 y

1 25.670 0.000 0.000 0.000

2 25.670 0.000 0.000 0.000

3 25.670 0.000 0.000 0.000

4 25.670 0.000 0.000 0.000

5 25.670 0.000 0.000 0.000

6 25.670 0.000 0.000 0.000

max. concrete compressive strain [‰]: 0.00max. concrete compressive stress [N/mm²]: 0.00resulting tension force in (x/y)=(0/0) [kN]: 154.000resulting compression force in (x/y)=(0/0) [kN]: 0.000

1 23

45 6

Tension

Compression

x

y

3. Tension load SOFA (fib (07/2010), section 16.1)Proof Load [kN] Capacity [kN] Utilization bN [%] Status

Steel Strength* 25.667 82.000 31 OK

Combined pullout-concrete cone

failure**

154.000 181.636 85 OK

Concrete Breakout Strength** 154.000 154.479 100 OK

Splitting failure** N/A N/A N/A N/A

* anchor having the highest loading **anchor group (anchors in tension)

Steel StrengthNRk,s [kN]

123.000

gM,s

1.500

NRd,s [kN]

82.000

NSd [kN]

25.667

Combined pullout-concrete cone failureAp,N [mm2]

662843

Ap,N

0 [mm2]

320000

yA,Np

2.071

tRk,ucr,25 [N/mm2]

15.00

scr,Np [mm]

566

ccr,Np [mm]

283

c [mm]

10000

yc

1.000

tRk,cr [N/mm2]

7.00

maxtRk,cr [N/mm2]

9.97

yg,Np0

1.597

yg,Np

1.265

ec1,N [mm]

0

yec1,Np

1.000

ec2,N [mm]

0

yec2,Np

1.000

ys,Np

1.000

yre,Np

1.000

NRk,p

0 [kN]

145.581

NRk,p [kN]

381.435

gM,p

2.100

NRd,p [kN]

181.636

NSd [kN]

154.000

2





Concrete Breakout StrengthAc,N [mm2]

1542549

Ac,N

0 [mm2]

986049

yA,N

1.564

ccr,N [mm]

497

scr,N [mm]

993

ec1,N [mm]

0

yec1,N

1.000

ec2,N [mm]

0

yec2,N

1.000

ys,N

1.000

yre,N

1.000

k1

7.700

NRk,c

0 [kN]

207.371

gM,c

2.100

NRd,c [kN]

154.479

NSd [kN]

154.000

3





4. Shear load SOFA (fib (07/2010), section 16.2)Proof Load [kN] Capacity [kN] Utilization bV [%] Status

Steel Strength (without lever arm)* N/A N/A N/A N/A

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

Pryout Strength** N/A N/A N/A N/A

Concrete edge failure in

direction**

N/A N/A N/A N/A

* anchor having the highest loading **anchor group (relevant anchors)

5. DisplacementsThe displacement of the highest loaded anchor should be calculated according to the relevant approval under the effect of the followingcharacteristic loads.

NSk = 19.010 [kN]

VSk = 0.000 [kN]

The acceptable anchor displacements depend on the fastened construction and must be defined by the designer!

6. Warnings• The design method fib (07/2010) assumes that no hole clearance between the anchors and the fixture is present. This can be achieved by

filling the gap with mortar of sufficient sompressive strength (e.g. by using the Hilti Dynamic Set) or by other suitable means.• The compliance with current standards (e.g. EC3) is the responsibility of the user• Characteristic bond resistances depend on short- and long-term temperatures.• Please contact Hilti to check feasibility of HIT-V rod supply.• Checking the transfer of loads into the base material is required in accordance with fib (07/2010)!• To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. 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 deformedwhen subjected to the loading!

Fastening meets the design criteria!

4





7. Installation data

Anchor plate, steel: -Profile: Rectangular hollow, 170 mm x 90 mm x 7 mmHole diameter in the fixture: df = 22 mmPlate thickness (input): 25 mmRecommended plate thickness: not calculatedCleaning: Premium cleaning of the drilled hole is requiredAnnular gap must be removed by e.g. filling the holes with mortar of sufficient compressive strength.

Anchor type and diameter: HIT-RE 500-SD + HIT-V (5.8), M20Installation torque: 0.150 kNmHole diameter in the base material: 24 mmHole depth in the base material: 331 mmMinimum thickness of the base material: 379 mm

Coordinates Anchor [mm]Anchor x y c-x c+x c-y c+y Anchor x y c-x c+x c-y c+y

1 0 -100 - - - -2 150 -100 - - - -3 -150 -100 - - - -

4 0 100 - - - -5 -150 100 - - - -6 150 100 - - - -

1 23

45 6

200.0 200.0

50.0 50.0

150.

015

0.0

50.0

50.01 23

45 6

x

y

5





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 bestrictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted priorto using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data youput in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in byyou. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regardto compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpretnorms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for aspecific application.

• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for theregular 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 notuse the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software ineach case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost ordamaged data or programs, arising from a culpable breach of duty by you.

6

report

Documents