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9
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Specifier: Project:
Address: Sub-Project I Pos. No.:
Phone I Fax: | Date: 8/13/2020
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Specifier's comments:
1 Input data
Anchor type and diameter: HIT-RE 500 V3 + Rebar 16mm
Return period (service life in years): 50
Seismic/Filling set or any suitable annular gap filling solution
Effective embedment depth: hef,act = 240 mm (hef,limit = - mm)
Material: B500B
Evaluation Service Report: Hilti Technical Data
Issued I Valid: -|-
Proof: Engineering judgement SOFA BOND - based on ETAG BOND testing
Stand-off installation: eb = 0 mm (no stand-off); t = 9 mm
Anchor plate: lx x ly x t = 1,500 mm x 950 mm x 9 mm; (Recommended plate thickness: not calculated
Profile: Square hollow, 50 x 50 x 5,0; (L x W x T) = 50 mm x 50 mm x 5 mm
Base material: cracked concrete, C16/20, fc,cube = 20.00 N/mm2; h = 10,000 mm, Temp. short/long: 35/30 °C
Installation: 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
R
- The anchor calculation is based on a rigid anchor plate assumption.
Geometry [mm] & Loading [kN, kNm]
Input data and results must be checked for agreement with the existing conditions and for plausibility!
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2 Load case/Resulting anchor forces y
Load case: Design loads
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 4.535 0.762 0.000 0.762
2 4.535 0.762 0.000 0.762
3 4.535 0.762 0.000 0.762
4 4.534 0.762 0.000 0.762
5 4.534 0.762 0.000 0.762 1 2 3 4 5 6 7
6 4.534 0.762 0.000 0.762
7 4.534 0.762 0.000 0.762
Tension
8 2.139 0.762 0.000 0.762
9 2.138 0.762 0.000 0.762 8 17 18 19 20 21
x 9
10 0.000 0.762 0.000 0.762
11 0.000 0.762 0.000 0.762
12 0.000 0.762 0.000 0.762
13 0.000 0.762 0.000 0.762 10 11 12 13 14 15 16
14 0.000 0.762 0.000 0.762 Compression
15 0.000 0.762 0.000 0.762
16 0.000 0.762 0.000 0.762
17 2.139 0.762 0.000 0.762
18 2.079 0.762 0.000 0.762
19 2.138 0.762 0.000 0.762
20 2.138 0.762 0.000 0.762
21 2.138 0.762 0.000 0.762
max. concrete compressive strain: 0.02 [‰]
max. concrete compressive stress: 0.53 [N/mm2]
resulting tension force in (x/y)=(0/272): 46.651 [kN]
resulting compression force in (x/y)=(0/-436): 46.651 [kN]
Anchor forces are calculated based on the assumption of a rigid anchor plate.
3 Tension load (EOTA TR 029, Section 5.2.2)
Load [kN] Capacity [kN] Utilization bN [%] Status
Steel Strength* 4.535 79.286 6 OK
Combined pullout-concrete cone failure** 31.741 282.831 12 OK
Concrete Breakout Strength** 46.651 271.623 18 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]
111.000 1.400 79.286 4.535
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
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3.2 Combined pullout-concrete cone failure
Ap,N [mm2] A0p,N [mm2] 2
t Rk,ucr,25 [N/mm ] scr,Np [mm] ccr,Np [mm] cmin [mm]
615,234 150,187 11.00 388 194 350
2 0
yc t Rk,cr [N/mm ] k y g,Np y g,Np
0.978 7.33 2.300 1.606 1.171
ec1,N [mm] y ec1,Np ec2,N [mm] y ec2,Np y s,Np y re,Np
0 1.000 0 1.000 1.000 1.000
N0Rk,p [kN] NRk,p [kN] gM,p NRd,p [kN] NSd [kN]
88.481 424.247 1.500 282.831 31.741
Group anchor ID
1-7
3.3 Concrete Breakout Strength
Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm]
2,138,400 518,400 360 720
ec1,N [mm] y ec1,N ec2,N [mm] y ec2,N y s,N y re,N
0 0.999 72 0.833 0.992 1.000
k1 N0Rk,c [kN] gM,c NRd,c [kN] NSd [kN]
7.200 119.719 1.500 271.623 46.651
Group anchor ID
1-9, 17-21
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
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4 Shear load (EOTA TR 029, Section 5.2.3)
Load [kN] Capacity [kN] Utilization bV [%] Status
Steel Strength (without lever arm)* 0.762 36.667 3 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 16.000 879.420 2 OK
Concrete edge failure in direction y+** 16.000 111.772 15 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 1.500 36.667 0.762
4.2 Pryout Strength (Concrete Breakout Strength controls)
Ac,N [mm2] A0c,N [mm2] ccr,N [mm] scr,N [mm] k-factor
2,880,000 518,400 360 720 2.000
ec1,V [mm] y ec1,N ec2,V [mm] y ec2,N y s,N y re,N
0 1.000 0 1.000 0.992 1.000
N0Rk,c [kN] gM,c,p VRd,cp [kN] VSd [kN]
119.719 1.500 879.420 16.000
Group anchor ID
1-21
4.3 Concrete edge failure in direction y+
lf [mm] dnom [mm] k1 a b
192 16.0 1.700 0.074 0.054
c1 [mm] Ac,V [mm2] A0c,V [mm2]
350 1,155,000 551,250
y s,V y h,V y a,V ec,V [mm] y ec,V y re,V
0.986 1.000 1.000 0 1.000 1.000
V0Rk,c [kN] gM,c VRd,c [kN] VSd [kN]
81.178 1.500 111.772 16.000
5 Combined tension and shear loads (EOTA TR 029, Section 5.2.4)
Steel failure
bN bV a Utilization bN,V [%] Status
0.172 0.143 1.500 13 OK
baN + baV ≤ 1.0
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
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6 Displacements (highest loaded anchor)
Short term loading:
NSk = 3.359 [kN] dN = 0.033 [mm]
VSk = 1.693 [kN] dV = 0.068 [mm]
dNV = 0.076 [mm]
Long term loading:
NSk = 3.359 [kN] dN = 0.053 [mm]
VSk = 1.693 [kN] dV = 0.102 [mm]
dNV = 0.115 [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!
7 Warnings
• The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.).
This means load re-distribution 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 design loading. PROFIS Anchor calculates the minimum
required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the
rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. 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!
• Your design has selected filled holes. Please ensure that there is a proper method to fill the annular gap between the fixture and HIT-RE 500
V3 + Rebar 16mm, and contact Hilti in case of any questions.
• 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.
• 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 Seismic/Filling 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!
• The characteristic bond resistances depend on the return period (service life in years): 50
Fastening meets the design criteria!
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
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8 Installation data
Anchor plate, steel: - Anchor type and diameter: HIT-RE 500 V3 + Rebar 16mm
Profile: Square hollow, 50 x 50 x 5,0; (L x W x T) = 50 mm x 50 mm x 5 Installation torque: -
mm
Hole diameter in the fixture: df = 16 mm Hole diameter in the base material: 20 mm
Plate thickness (input): 9 mm Hole depth in the base material: 240 mm
Recommended plate thickness: not calculated Minimum thickness of the base material: 280 mm
Drilling method: Hammer drilled
Cleaning: Compressed air cleaning of the drilled hole according to
instructions for use is required
8.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer • Compressed air with required • Dispenser including cassette and mixer
• Properly sized drill bit accessories to blow from the bottom of • For deep installations, a piston plug is
the hole necessary
• Proper diameter wire brush • Seismic/Filling set
• Torque wrench
y
750 750
75
1 2 3 4 5 6 7
475
400
10
8 17 18 19 20 21 9 x
390
475
10 11 12 13 14 15 16
75
150 200 200 200 200 200 200 150
Coordinates Anchor [mm]
Anchor x y c-x c+x c-y c+y Anchor x y c-x c+x c-y c+y
1 -600 400 500 1,700 1,150 350 12 -200 -400 900 1,300 350 1,150
2 -400 400 700 1,500 1,150 350 13 0 -400 1,100 1,100 350 1,150
3 -200 400 900 1,300 1,150 350 14 200 -400 1,300 900 350 1,150
4 0 400 1,100 1,100 1,150 350 15 400 -400 1,500 700 350 1,150
5 200 400 1,300 900 1,150 350 16 600 -400 1,700 500 350 1,150
6 400 400 1,500 700 1,150 350 17 -400 0 700 1,500 750 750
7 600 400 1,700 500 1,150 350 18 -200 -10 900 1,300 740 760
8 -600 0 500 1,700 750 750 19 0 0 1,100 1,100 750 750
9 600 0 1,700 500 750 750 20 200 0 1,300 900 750 750
10 -600 -400 500 1,700 350 1,150 21 400 0 1,500 700 750 750
11 -400 -400 700 1,500 350 1,150
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
www.hilti.group/content/hilti/CP/XX/en/non-transactional/light-pages/Vietnam.html Profis Anchor 2.8.9
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Specifier: Project:
Address: Sub-Project I Pos. No.:
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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.
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
