staircase- landing.pdf

www.hilti.in 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:

M/s.SGS StructuralMr.VenkateshCoimbatore |

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

1Dubai Project Staircase Fixing5/11/2015

Specifier's comments:

1 Input dataAnchor type and diameter: HIT-HY 200 + HIT-V (5.8) M20Dynamic set or any suitable annular gap filling solution

Effective embedment depth: hef,opti = 186 mm (hef,limit = 256 mm)

Material: 5.8

Evaluation Service Report: ETA 12/0084

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

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

Stand-off installation: eb = 0 mm (no stand-off); t = 20 mm

Anchor plate: lx x ly x t = 200 mm x 4500 mm x 20 mm; (Recommended plate thickness: not calculated)

Profile: no profile

Base material: uncracked concrete, C20/25, fc = 25.00 N/mm2; h = 300 mm, Temp. short/long: 40/24 °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 Reinforcement to control splitting according to EOTA TR 029, 5.2.2.6 present.

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 65.757 0.502 0.000 0.5022 8.710 0.502 0.000 0.5023 65.757 0.502 0.000 0.5024 8.710 0.502 0.000 0.5025 65.757 0.502 0.000 0.5026 8.710 0.502 0.000 0.5027 65.757 0.502 0.000 0.5028 8.710 0.502 0.000 0.5029 65.757 0.502 0.000 0.502

10 8.710 0.502 0.000 0.50211 65.757 0.502 0.000 0.50212 8.710 0.502 0.000 0.50213 65.757 0.502 0.000 0.50214 8.710 0.502 0.000 0.50215 65.757 0.502 0.000 0.50216 8.710 0.502 0.000 0.502

max. concrete compressive strain: 0.07 [‰]max. concrete compressive stress: 2.15 [N/mm2]resulting tension force in (x/y)=(-54/0): 595.740 [kN]resulting compression force in (x/y)=(97/0): 41.740 [kN]

TensionCompression

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3 Tension load (EOTA TR 029, Section 5.2.2) Load [kN] Capacity [kN] Utilization bbbbN [%] Status Steel Strength* 65.757 82.000 81 OK

Combined pullout-concrete cone failure** 595.740 1089.964 55 OK

Concrete Breakout Strength** 595.740 597.379 100 OK

Splitting failure** 595.740 679.129 88 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] 123.000 1.500 82.000 65.757

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]

3115872 311364 20.00 558 279 ∞

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

1.000 20.00 3.200 1.000 1.000

ec1,N [mm] yec1,Np ec2,N [mm] yec2,Np ys,Np yre,Np 54 0.839 0 1.000 1.000 1.000

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

233.734 1961.934 1.800 1089.964 595.740

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3.3 Concrete Breakout Strength

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

3115872 311364 279 558

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 54 0.839 0 1.000 1.000 1.000 10.100

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

128.103 1.800 597.379 595.740

3.4 Splitting failure

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

3725821 398413 316 631 1.194

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1 54 0.855 0 1.000 1.000 1.000 10.100

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

128.103 1.800 679.129 595.740

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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)* 0.502 48.800 2 OK

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

Pryout Strength** 8.025 1709.270 1 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] 61.000 1.250 48.800 0.502

4.2 Pryout Strength (Concrete Breakout Strength controls)

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

3115872 311364 279 558 2.000

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

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

128.103 1.500 1709.270 8.025

5 Combined tension and shear loads (EOTA TR 029, Section 5.2.4) bN bV a Utilization bN,V [%] Status0.997 0.010 1.000 84 OK

(bN + bV) / 1.2 ≤ 1

6 Displacements (highest loaded anchor)Short term loading:

NSk = 48.709 [kN] dN = 0.250 [mm]

VSk = 0.372 [kN] dV = 0.015 [mm]

dNV = 0.251 [mm]Long term loading:

NSk = 48.709 [kN] dN = 0.417 [mm]

VSk = 0.372 [kN] dV = 0.022 [mm]

dNV = 0.417 [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.

• Please contact Hilti to check feasibility of HIT-V rod supply.

• 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 meets the design criteria!

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Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y1 -70 2100 - - - -2 70 2100 - - - -3 -70 1500 - - - -4 70 1500 - - - -5 -70 900 - - - -6 70 900 - - - -7 -70 300 - - - -8 70 300 - - - -

Anchor x y c-x c+x c-y c+y9 -70 -300 - - - -

10 70 -300 - - - -11 -70 -900 - - - -12 70 -900 - - - -13 -70 -1500 - - - -14 70 -1500 - - - -15 -70 -2100 - - - -16 70 -2100 - - - -

8 Installation dataAnchor plate, steel: - Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M20Profile: no profile; 0 x 0 x 0 mm Installation torque: 0.150 kNmHole diameter in the fixture: df = 22 mm Hole diameter in the base material: 22 mmPlate thickness (input): 20 mm Hole depth in the base material: 186 mmRecommended plate thickness: not calculated Minimum thickness of the base material: 230 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

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3014030

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10010022

5022

50

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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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staircase- landing.pdf

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