base chs x 10t

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 + HIT-V (5.8) M16Effective embedment depth: hef,opti = 217 mm (hef,limit = 320 mm)

Material: 5.8

Evaluation Service Report: ETA 04/0027

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

Proof: Design method Extended ETAG BOND (EOTA TR 029)

Stand-off installation: eb = 0 mm (no stand-off); t = 16 mm

Anchor plate: S 355 (St 52); E = 210000.00 N/mm2; fyk = 355.00 N/mm2; gMs = 1.100 lx x ly x t = 350 mm x 350 mm x 16 mm; (Recommended plate thickness: calculated)

Profile: Pipe; (L x W x T) = 140 mm x 140 mm x 10 mm

Base material: uncracked concrete, C35/45, fcc = 45.00 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 1.057 6.474 6.127 2.0912 0.000 7.205 4.791 5.3813 0.000 6.925 1.534 6.7524 10.571 5.693 -1.756 5.4165 29.924 3.800 -3.127 2.1596 40.896 2.118 -1.791 -1.1317 36.956 2.900 1.466 -2.5028 20.410 4.897 4.756 -1.166

max. concrete compressive strain: 0.57 []max. concrete compressive stress: 17.23 [N/mm2]resulting tension force in (x/y)=(-70/50): 139.813 [kN]resulting compression force in (x/y)=(112/-76): 145.313 [kN]

Tension

Compression

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x

y

3 Tension load (EOTA TR 029, Section 5.2.2) Load [kN] Capacity [kN] Utilization bbbbN [%] Status Steel Strength* 40.896 52.667 78 OK

Combined pullout-concrete cone failure** 139.813 144.941 97 OK

Concrete Breakout Strength** 139.813 154.480 91 OK

Splitting failure** 139.813 251.511 56 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] 79.000 1.500 52.667 40.896

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] 328193 129707 9.50 360 180

yc tRk,ucr [N/mm2] k y0g,Np yg,Np 1.061 10.08 3.200 1.922 1.526

ec1,N [mm] yec1,Np ec2,N [mm] yec2,Np ys,Np yre,Np 32 0.850 33 0.844 1.000 1.000

N0Rk,p [kN] NRk,p [kN] gM,p NRd,p [kN] NSd [kN] 109.896 304.376 2.100 144.941 139.813

3.3 Concrete Breakout Strength

Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm] 768004 423801 326 651

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 32 0.911 33 0.907 1.000 1.000 10.100

N0Rk,c [kN] gM,c NRd,c [kN] NSd [kN] 216.579 2.100 154.480 139.813




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3.4 Splitting failure

Ac,N [mm2] A0c,N [mm2] ccr,sp [mm] scr,sp [mm] yh,sp 423842 188356 217 434 1.433

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 32 0.873 33 0.867 1.000 1.000 10.100

N0Rk,c [kN] gM,sp NRd,sp [kN] NSd [kN] 216.579 2.100 251.511 139.813




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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)* 7.205 31.200 24 OK

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

Pryout Strength* 7.205 49.007 15 OK

Concrete edge failure in direction ** N/A N/A N/A N/A

* 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] 39.000 1.250 31.200 7.205

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] 43381 129707 9.50 180 360

yc tRk,ucr [N/mm2] k k-factor y0g,Np yg,Np 1.061 10.08 3.200 2.000 0.000 1.000

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

N0Rk,p [kN] NRk,p [kN] gM,c,p VRd,c1 [kN] VSd [kN] 109.896 137.420 1.500 49.007 7.205

5 Combined tension and shear loads (EOTA TR 029, Section 5.2.4) bN bV a Utilization bN,V [%] Status0.965 0.231 1.000 100 OK

(bN + bV) / 1.2 1

6 Displacements (highest loaded anchor)Short term loading:

NSk = 0.000 [kN] dN = 0.000 [mm]

VSk = 5.337 [kN] dV = 0.213 [mm]

dNV = 0.213 [mm]Long term loading:

NSk = 0.000 [kN] dN = 0.000 [mm]

VSk = 5.337 [kN] dV = 0.320 [mm]

dNV = 0.320 [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.

Edge reinforcement is not required to avoid splitting failure

Fastening meets the design criteria!




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Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y1 -1 -135 - - - -2 95 -96 - - - -3 135 -1 - - - -4 96 95 - - - -

Anchor x y c-x c+x c-y c+y5 1 135 - - - -6 -95 96 - - - -7 -135 1 - - - -8 -96 -95 - - - -

8 Installation dataAnchor plate, steel: S 355 (St 52); E = 210000.00 N/mm2; fyk = 355.00 N/mm2 Anchor type and diameter: HIT-RE 500 + HIT-V (5.8) M16Profile: Pipe; 140 x 140 x 10 mm Installation torque: 0.080 kNmHole diameter in the fixture: df = 18 mm Hole diameter in the base material: 18 mmPlate thickness (input): 16 mm Hole depth in the base material: 217 mmRecommended plate thickness: calculated Minimum thickness of the base material: 253 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 Torque wrench

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40 39 1 94 2 94 1 39 40

4039

194

294

139

40

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y

175 175

175

175




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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.

1 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 Strength

5 Combined tension and shear loads6 Displacements7 Warnings8 Installation data8.1 Recommended accessories

9 Remarks; Your Cooperation Duties

base chs x 10t

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