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www.hilti.com Profis Anchor 2.4.8
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:
Aurecon IndonesiaChristopher AaronAlamanda Tower |
Page:Project:Sub-Project I Pos. No.:Date:
1MGM New RW
9/1/2014
Specifier's comments: Connection for Option 1 and 2 at All
Joints With Force Less Than 100 kN
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 = 90 mm (hef,limit = 400
mm)
Material: 5.8
Evaluation Service Report: ETA 11/0493
Issued I Valid: 8/8/2012 | 12/23/2016
Proof: design method SOFA design method + fib (07/2011) - after
ETAG BOND testing
Stand-off installation: without clamping (anchor); restraint
level (anchor plate): 2.00; eb = 20 mm; t = 18 mm
Hilti Grout: , multipurpose, fc,Grout = 30.00 N/mm2
Anchor plate: lx x ly x t = 600 mm x 300 mm x 18 mm;
(Recommended plate thickness: not calculated)
Profile: no profile
Base material: uncracked concrete, C25/30, fc = 25.00 N/mm2; h =
800 mm, Temp. short/long: 40/24 CInstallation: hammer drilled hole,
installation condition: dry
Reinforcement: no reinforcement or reinforcement spacing >=
150 mm (any ) or >= 100 mm (
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www.hilti.com Profis Anchor 2.4.8
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:
Aurecon IndonesiaChristopher AaronAlamanda Tower |
Page:Project:Sub-Project I Pos. No.:Date:
2MGM New RW
9/1/2014
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 25.000 0.000 25.0002 0.000 25.000 0.000 25.0003 0.000 25.000
0.000 25.0004 0.000 25.000 0.000 25.000
max. concrete compressive strain: - []max. concrete compressive
stress: - [N/mm2]resulting tension force in (x/y)=(0/0): 0.000
[kN]resulting compression force in (x/y)=(0/0): 0.000 [kN]
1 2
3 4
x
y
3 Tension load SOFA (fib (07/2011), section 16.2.1) Load [kN]
Capacity [kN] Utilization bbbbN [%] Status Steel Strength* N/A N/A
N/A N/A
Combined pullout-concrete cone failure** N/A N/A N/A N/A
Concrete Breakout Strength** N/A N/A N/A N/A
Splitting failure** N/A N/A N/A N/A
* anchor having the highest loading **anchor group (anchors in
tension)
-
www.hilti.com Profis Anchor 2.4.8
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:
Aurecon IndonesiaChristopher AaronAlamanda Tower |
Page:Project:Sub-Project I Pos. No.:Date:
3MGM New RW
9/1/2014
4 Shear load SOFA (fib (07/2011), section 16.2.2) Load [kN]
Capacity [kN] Utilization bbbbV [%] Status Steel Strength (without
lever arm)* 25.000 48.800 52 OK
Steel failure (with lever arm)* 25.000 39.040 65 OK
Pryout Strength** 100.000 169.545 59 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
25.000
4.2 Steel failure (with lever arm)
tgrout [mm] k51 VRk,s [kN] 20 1.00 61.000
VRk,s,m = (1 - 0,010 tgrout) k51 VRk,s [kN] gMs,b,V VRd,s,m [kN]
VSd [kN] 48.800 1.250 39.040 25.000
4.3 Pryout Strength (Concrete Breakout Strength controls)
Ac,N [mm2] A0c,N [mm2] yA,N ccr,N [mm] scr,N [mm] k4 197400
72900 2.708 135 270 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] 46.960 1.500 169.545
100.000
5 Displacements (highest loaded anchor)Short term loading:
NSk = 0.000 [kN] dN = 0.000 [mm]
VSk = 18.519 [kN] dV = 0.741 [mm]
dNV = 0.741 [mm]Long term loading:
NSk = 0.000 [kN] dN = 0.000 [mm]
VSk = 18.519 [kN] dV = 1.111 [mm]
dNV = 1.111 [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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www.hilti.com Profis Anchor 2.4.8
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:
Aurecon IndonesiaChristopher AaronAlamanda Tower |
Page:Project:Sub-Project I Pos. No.:Date:
4MGM New RW
9/1/2014
6 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!
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.
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 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 sompressive
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)!
The steel failure (with lever arm) verification is performed
according to EN 1992-4:2012/prA7:2013, section 7.2.2.3.1
The grout has to be applied on roughened concrete surface
according to EN 1992-1-1, section 6.2.5
The grout cylinder compressive strength has to be larger than or
equal to the maximum of the concrete cylinder compressive strength
and 30 N/mm2
The grout shoulder has to be larger than or equal to the grout
thickness. Please check this requirement with respect to the edges
of the concrete!
Fastening meets the design criteria!
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www.hilti.com Profis Anchor 2.4.8
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:
Aurecon IndonesiaChristopher AaronAlamanda Tower |
Page:Project:Sub-Project I Pos. No.:Date:
5MGM New RW
9/1/2014
Coordinates Anchor [mm]
Anchor x y c-x c+x c-y c+y1 -75 100 - - - -2 75 100 - - - -3 -75
-100 - - - -4 75 -100 - - - -
7 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): 18 mm Hole depth in the base material: 90 mmRecommended
plate thickness: not calculated Minimum thickness of the base
material: 134 mmCleaning: Premium cleaning of the drilled hole is
required
7.1 Required 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
225 150 225
5020
050
x
y
300 300
150
150
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www.hilti.com Profis Anchor 2.4.8
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:
Aurecon IndonesiaChristopher AaronAlamanda Tower |
Page:Project:Sub-Project I Pos. No.:Date:
6MGM New RW
9/1/2014
8 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 load
SOFA4 Shear load SOFA4.1 Steel Strength4.2 Steel failure4.3 Pryout
Strength
5 Displacements6 Warnings7 Installation data7.1 Required
accessories
8 Remarks; Your Cooperation Duties
