Hilti Connection l Agne.pa2

8/21/2019 Hilti Connection l Agne.pa2

http://slidepdf.com/reader/full/hilti-connection-l-agnepa2 1/6

www.hilti-me.com Profis Anchor 2.5.1

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:

|

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

1UTILITY AND WARM UPTYSEN6/23/2015

Specifier's comments: PULLY BEAM SUPPORT L ANGLES

1 Input data

Anchor type and diameter: HST M16

Dynamic set or any suitable annular gap filling solution

Effective embedment depth: hef = 82 mm, hnom = 95 mm

Material:

Evaluation Service Report: ETA 98/0001

Issued I Valid: 5/8/2013 | 2/20/2018

Proof: Engineering judgement SOFA - based on ETAG testing

Stand-off installation: eb = 0 mm (no stand-off); t = 12 mm

Anchor plate: lx x ly x t = 200 mm x 865 mm x 12 mm; (Recommended plate thickness: not calculated)

Profile: no profile

Base material: cracked concrete, C25/30, f c = 30.00 N/mm2; h = 400 mm

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]

http://www.hilti-me.com/





Company:Specifier:


|



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 y1 10.742 7.306 7.306 -0.002

2 1.405 7.306 7.306 0.002

3 10.735 7.278 7.278 -0.002

4 1.399 7.278 7.278 0.002

5 10.738 7.292 7.292 -0.002

6 1.402 7.292 7.292 0.002max. concrete compressive strain: 0.11 [‰]max. concrete compressive stress: 3.38 [N/mm2]

resulting tension force in (x/y)=(-28/0): 36.421 [kN]resulting compression force in (x/y)=(92/0): 36.421 [kN]

TensionCompression

1 2

3 4

5 6 x

y

3 Tension load (ETAG, Annex C, Section 5.2.2)

Load [kN] Capacity [kN] Utilization bbbbN [%] Status

Steel Strength* 10.742 50.667 22 OK

Pullout Strength* 10.742 14.606 74 OK

Concrete Breakout Strength** 36.421 62.785 59 OK

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

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

3.1 Steel Strength

NRk,s [kN] gM,s NRd,s [kN] NSd [kN]

76.000 1.500 50.667 10.742

3.2 Pullout Strength

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

20.000 1.095 1.500 14.606 10.742

3.3 Concrete Breakout Strength

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

255494 60516 123 246

ec1,N [mm] yec1,N ec2,N [mm] yec2,N ys,N yre,N k1

38 0.762 0 1.000 1.000 1.000 7.200

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

29.283 1.500 62.785 36.421






Company:Specifier:


|



4 Shear load (ETAG, Annex C, Section 5.2.3)

Load [kN] Capacity [kN] Utilization bbbbV [%] Status

Steel Strength (without lever arm)* 7.306 44.000 17 OK

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

Pryout Strength** 43.750 205.512 22 OK

Concrete edge failure in direction x+** 43.750 96.169 46 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]

55.000 1.250 44.000 7.306

4.2 Pryout Strength

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

255494 60516 123 246 2.500

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

0 1.000 1 0.997 1.000 1.000

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

29.283 1.500 205.512 43.750

4.3 Concrete edge failure in direction x+

lf [mm] dnom [mm] k1 a b

82 16.0 1.700 0.045 0.052

c1 [mm] c'1 [mm] Ac,V [mm2] A0

c,V [mm2]

940 412 800000 763848

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

1.000 1.243 1.000 0 0.999 1.000

V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN]

110.921 1.500 96.169 43.750

5 Combined tension and shear loads (ETAG, Annex C, Section 5.2.4)

bN bV a Utilization bN,V [%] Status0.735 0.455 1.500 94 OK

baN + b

aV ≤ 1

6 Displacements (highest loaded anchor)

Short term loading:

NSk = 1.041 [kN] dN = 0.055 [mm]

VSk = 10.802 [kN] dV = 1.376 [mm]

dNV = 1.377 [mm]

Long term loading:

NSk = 1.041 [kN] dN = 0.132 [mm]

VSk = 10.802 [kN] dV = 2.064 [mm]

dNV = 2.068 [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!






Company:Specifier:


|



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 ETAG 001, Annex C(2010)Section 7! The software considers that the grout is installed under the anchor plate without creating air voids and before application of the loads.

• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 4.1 of ETAG 001, Annex C! For larger diameters of the clearance hole see Chapter 1.1. of ETAG 001, Annex C!

• The design method ETAG (filled holes) 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 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.

• 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!






Company:Specifier:


|



Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y

1 -40 -382 9960 1040 618 13822 60 -382 10060 940 618 13823 -40 383 9960 1040 1383 617

Anchor x y c-x c+x c-y c+y

4 60 383 10060 940 1383 6175 -40 1 9960 1040 1001 9996 60 0 10060 940 1000 1000

8 Installation data

Anchor plate, steel: - Anchor type and diameter: HST M16Profile: no profile; 0 x 0 x 0 mm Installation torque: 0.110 kNmHole diameter in the fixture: df = 18 mm Hole diameter in the base material: 16 mm

Plate thickness (input): 12 mm Hole depth in the base material: 115 mmRecommended plate thickness: not calculated Minimum thickness of the base material: 160 mmCleaning: Manual cleaning of the drilled hole according to instructions for use is required.

8.1 Recommended accessories

Drilling Cleaning Setting

• Suitable Rotary Hammer

• Properly sized drill bit

• Manual blow-out pump •

Dynamic set

• Torque wrench

• Hammer

1 2

3 4

5 6

60 100 40

5 1

3 8 2

1

3 8 2

5 0

x

y

100 100

4 3 3

4 3 3







Company:Specifier:


|



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.


Documents

Hilti Connection l Agne.pa2