report hilti

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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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Specifier's comments:

1 Input dataAnchor type and size: HIT-RE 500 + HAS(-E) (5.8) M20Dynamic set or any suitable annular gap filling solutionEffective embedment depth: hef,act = 170 mm, hnom = 170 mm

Material: 5.8

Approval No.: ETA 04/0027

Issued I Valid: 6/26/2013 | 5/16/2018

Proof: Design method SOFA design method + fib (07/2011) - after ETAG BOND testing

Stand-off installation: eb = 0 mm (no stand-off); t = 25 mm

Baseplate: lx x ly x t = 300 mm x 300 mm x 25 mm; (Recommended plate thickness: not calculated

Profile: I profile; (L x W x T x FT) = 203 mm x 133 mm x 11 mm x 11 mm

Base material: uncracked concrete, C35/45, fc = 35.00 N/mm2; h = 500 mm, Temp. short/long: 30/30 °CInstallation: 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]

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2 Load case/Resulting anchor forcesLoad case: Design loads

Anchor reactions [kN]Tension force: (+Tension, -Compression)

Anchor Tension force Shear force Shear force x Shear force y1 75.133 3.500 3.500 0.0002 0.000 3.500 3.500 0.0003 75.133 3.500 3.500 0.0004 0.000 3.500 3.500 0.0005 75.133 3.500 3.500 0.0006 0.000 3.500 3.500 0.000

max. concrete compressive strain: 0.67 [‰]max. concrete compressive stress: 20.15 [N/mm2]resulting tension force in (x/y)=(-110/0): 225.399 [kN]resulting compression force in (x/y)=(125/0): 225.399 [kN]

Tension Compression

1 2

3 4

5 6

x

y

3 Tension load SOFA (fib (07/2011), section 16.2.1) Load [kN] Capacity [kN] Utilisation bbbbN [%] Status Steel failure* 75.133 74.667 101 not recommended

Combined pullout-concrete cone failure** 225.399 59.212 381 not recommended

Concrete cone failure** 225.399 60.811 371 not recommended

Splitting failure** 225.399 120.633 187 not recommended

* most unfavourable anchor **anchor group (anchors in tension)

3.1 Steel failure

NRk,s [kN] gM,s NRd,s [kN] NSd [kN] 112.000 1.500 74.667 75.133

3.2 Combined pullout-concrete cone failure

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

270772 256000 1.058 12.00 506 253 120

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

1.061 12.73 13.50 1.062 1.027

ec1,N [mm] yec1,Np ec2,N [mm] yec2,Np ys,Np yre,Np 0 1.000 0 1.000 0.842 1.000

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

135.937 124.345 2.100 59.212 225.399

3.3 Concrete cone failure

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

273750 260100 1.052 255 510

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 0 1.000 0 1.000 0.841 1.000 11.000

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

144.245 2.100 60.811 225.399

3.4 Splitting failure

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

162400 115600 1.405 170 340 1.371

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 0 1.000 0 1.000 0.912 1.000 11.000

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

144.245 2.100 120.633 225.399

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4 Shear load SOFA (fib (07/2011), section 16.2.2) Load [kN] Capacity [kN] Utilisation bbbbV [%] Status Steel failure (without lever arm)* 3.500 37.333 10 OK

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

Pryout failure** 21.000 208.865 11 OK

Concrete edge failure in direction x+** 10.500 40.999 26 OK

* most unfavourable anchor **anchor group (relevant anchors)

4.1 Steel failure (without lever arm)

VRk,s [kN] gM,s VRd,s [kN] VSd [kN] 56.000 1.500 37.333 3.500

4.2 Pryout failure (concrete cone relevant)

Ac,N [mm2] A0c,N [mm2] yA,N ccr,N [mm] scr,N [mm] k4

335800 260100 1.291 255 510 2.000

ec1,V [mm] yec1,N ec2,V [mm] yec2,N ys,N yre,N 0 1.000 0 1.000 0.841 1.000

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

144.245 1.500 208.865 21.000

4.3 Concrete edge failure in direction x+

lf [mm] dnom [mm] kV a b 170 20.0 2.400 0.119 0.070

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

120 104400 64800 1.611

ys,V yh,V ya,V ec,V [mm] yec,V yre,V y90°,V 1.000 1.000 1.000 0 1.000 1.000 2.500

V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN] 38.172 1.500 40.999 10.500

5 Combined tension and shear loads SOFA (fib (07/2011), section 10.3)bN bV a Utilisation bN,V [%] Status

steel 1.006 0.094 2.000 103 not recommended

concrete 3.807 0.256 1.500 756 not recommended

baN + ba

V <= 1

6 Displacements (highest loaded anchor)Short term loading:

NSk = 55.654 [kN] dN = 0.469 [mm]

VSk = 2.593 [kN] dV = 0.104 [mm]

dNV = 0.480 [mm]Long term loading:

NSk = 55.654 [kN] dN = 0.938 [mm]

VSk = 2.593 [kN] dV = 0.156 [mm]

dNV = 0.951 [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 baseplate! 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!

• The design method ETAG (filled holes) assumes that no hole clearance between the anchors and the fixture is present. This can beachieved by filling the gap with mortar of sufficient compressive strength (e.g. by using the Hilti Dynamic Set) or by other suitable means

• 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.

• The design method fib (07/2011) 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 compressive 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

• Checking the transfer of loads into the base material is required in accordance with fib (07/2011)!

Fastening does not meet the design criteria!

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Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y1 -110 -110 120 340 - -2 110 -110 340 120 - -3 -110 0 120 340 - -

Anchor x y c-x c+x c-y c+y4 110 0 340 120 - -5 -110 110 120 340 - -6 110 110 340 120 - -

8 Installation dataBaseplate, steel: - Anchor type and size: HIT-RE 500 + HAS(-E) (5.8) M20Profile: I profile; 203 x 133 x 11 x 11 mm Installation torque: 0.150 kNmHole diameter in the fixture: df = 22 mm Hole diameter in the base material: 24 mmPlate thickness (input): 25 mm Hole depth in the base material: 170 mmRecommended plate thickness: not calculated Minimum thickness of the base material: 218 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

• Proper diameter wire brush

• Dispenser including cassette and mixer• Dynamic set• Torque wrench

1 2

3 4

5 6

40 220 40

4011

011

040

x

y

150 150

150

150

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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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