base chs x 5t cast

www.hilti.com.sg Profis Anchor 2.5.2

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 dataAnchor type and diameter: HIT-RE 500 + HAS(-E)R M12Dynamic set or any suitable annular gap filling solutionEffective embedment depth: hef,act = 110 mm, hnom = 110 mm

Material: A4

Evaluation Service Report: ETA 04/0027

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

Proof: Design method Engineering judgement SOFA BOND - based on ETAG BOND testing

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

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

Profile: Pipe; (L x W x T) = 140 mm x 140 mm x 5 mm

Base material: uncracked concrete, , fc = 40.00 N/mm2; h = 500 mm, Temp. short/long: 30/30 CInstallation: diamond cored hole, Installation condition: Dry

Reinforcement: no reinforcement or reinforcement spacing >= 150 mm (any ) or >= 100 mm ( = 12

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 0.000 3.768 3.382 1.6622 0.000 3.930 2.696 2.8593 9.207 3.156 1.314 2.8694 22.340 1.782 0.618 1.6725 23.722 1.388 1.304 0.4746 12.033 2.726 2.686 0.464

max. concrete compressive strain: 0.48 []max. concrete compressive stress: 14.46 [N/mm2]resulting tension force in (x/y)=(-40/59): 67.302 [kN]resulting compression force in (x/y)=(72/-101): 59.902 [kN]

Tension

Compression

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2

3

4

5

6

x

y

3 Tension load (EOTA TR 029, Section 5.2.2) Load [kN] Capacity [kN] Utilization bbbbN [%] Status Steel Strength* 23.722 28.342 84 OK

Combined pullout-concrete cone failure** 67.302 44.320 152 not recommended

Concrete Breakout Strength** 67.302 51.244 132 not recommended

Splitting failure** 67.302 96.100 71 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] 53.000 1.870 28.342 23.722

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] 166543 84480 11.00 291 145 70

yc tRk,ucr [N/mm2] k y0g,Np yg,Np 1.048 11.53 3.200 1.474 1.208

ec1,N [mm] yec1,Np ec2,N [mm] yec2,Np ys,Np yre,Np 15 0.907 14 0.915 0.845 1.000

N0Rk,p [kN] NRk,p [kN] gM,p NRd,p [kN] NSd [kN] 47.811 79.776 1.800 44.320 67.302

3.3 Concrete Breakout Strength

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm] 194430 108900 165 330

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 15 0.917 14 0.924 0.827 1.000 10.100

N0Rk,c [kN] gM,c NRd,c [kN] NSd [kN] 73.695 1.800 51.244 67.302

3.4 Splitting failure

Ac,N [mm2] A0c,N [mm2] ccr,sp [mm] scr,sp [mm] yh,sp 120351 48400 110 220 1.352

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 15 0.880 14 0.891 0.891 1.000 10.100

N0Rk,c [kN] gM,sp NRd,sp [kN] NSd [kN] 73.695 1.800 96.100 67.302
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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)* 3.930 17.308 23 OK

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

Pryout Strength** 15.620 101.260 16 OK

Concrete edge failure in direction x+** 13.297 122.874 11 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 1.560 17.308 3.930

4.2 Pryout Strength (Bond Strength controls)

Ap,N [mm2] A0p,N [mm2] tRk,ucr,25 [N/mm2] ccr,Np [mm] scr,Np [mm] cmin [mm] 208979 84480 11.00 145 291 70

yc tRk,ucr [N/mm2] k4 k-factor y0g,Np yg,Np 1.048 11.53 3.200 2.000 1.687 1.302

ys,Np ec1,V [mm] yec1,Np ec2,V [mm] yec2,Np yre,Np 0.845 41 0.781 49 0.748 1.000

N0Rk,p [kN] NRk,p [kN] gM,c,p VRd,c1 [kN] VSd [kN] 47.811 75.945 1.500 101.260 15.620

4.3 Concrete edge failure in direction x+

lf [mm] dnom [mm] k1 a b 110 12.0 2.400 0.033 0.041

c1 [mm] Ac,V [mm2] A0c,V [mm2] 1000 939778 4500000

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

0.752 1.732 1.088 25 0.984 1.000

V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN] 632.880 1.500 122.874 13.297

5 Combined tension and shear loads (EOTA TR 029, Section 5.2.4) bN bV a Utilization bN,V [%] Status1.519 0.227 1.000 146 not recommended

(bN + bV) / 1.2 1

6 Displacements (highest loaded anchor)Short term loading:

NSk = 6.820 [kN] dN = 0.082 [mm]

VSk = 4.925 [kN] dV = 0.246 [mm]

dNV = 0.260 [mm]Long term loading:

NSk = 6.820 [kN] dN = 0.164 [mm]

VSk = 4.925 [kN] dV = 0.394 [mm]

dNV = 0.427 [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 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.

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.

The design method SOFA 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

An SLS-check is not performed for SOFA and has to be provided by the user!

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 0 -120 174 1105 200 -2 104 -60 278 1001 260 -3 105 60 279 1000 380 -

Anchor x y c-x c+x c-y c+y4 1 120 175 1104 440 -5 -103 60 71 1208 380 -6 -104 -60 70 1209 260 -

8 Installation dataAnchor plate, steel: - Anchor type and diameter: HIT-RE 500 + HAS(-E)R M12Profile: Pipe; 140 x 140 x 5 mm Installation torque: 0.040 kNmHole diameter in the fixture: df = 14 mm Hole diameter in the base material: 14 mmPlate thickness (input): 25 mm Hole depth in the base material: 110 mmRecommended plate thickness: not calculated Minimum thickness of the base material: 140 mmCleaning: Premium cleaning of the drilled hole is required

8.1 Recommended accessories

Drilling Cleaning Setting Diamond core rig 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

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2

3

4

5

6

46 1 103 1 103 1 45

3060

111

91

6030

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.
www.hilti.com.sg1 Input data2 Load case/Resulting anchor forces3 Tension load3.1 Steel Strength 3.2 Combined pullout-concrete cone failure 3.3 Concrete Breakout Strength 3.4 Splitting failure 4 Shear load4.1 Steel Strength4.2 Pryout Strength4.3 Concrete edge failure in direction x+ 5 Combined tension and shear loads6 Displacements7 Warnings8 Installation data8.1 Recommended accessories 9 Remarks; Your Cooperation Duties

base chs x 5t cast

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