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Concrete - 28 Feb 2024 (1)
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28/02/2024
Specifier's comments:
1 Input data
Anchor type and size:
HIT-HY 200-A V3 + HAS-U 8.8 M20
Return period (service life in years):
50
Item number:
2223886 HAS-U 8.8 M20x180 (insert) / 2378171
HIT-HY 200-A V3 (mortar)
Insert item # alternative:
2390241 HAS 8.8 M20x180
Gap filling with Hilti Filling Set M20
Effective embedment depth:
hef,opti = 90.0 mm (hef,limit = 400.0 mm)
Material:
8.8
Approval No.:
ETA 19/0601
Issued I Valid:
02/06/2023 | -
Proof:
Design Method EN 1992-4, Chemical
Stand-off installation:
without clamping (anchor); restraint level (baseplate): 2.00; eb = 15.0 mm; t = 25.0 mm
Hilti Grout: , multipurpose, fc,Grout = 30.00 N/mm
2
Baseplate :
lx x ly x t = 400.0 mm x 300.0 mm x 25.0 mm; (Recommended plate thickness: not calculated)
Profile:
no profile
Base material:
cracked concrete, C20/25, fc,cyl = 20.00 N/mm ; h = 10,000.0 mm, Temp. short/long: 0/0 °C,
User-defined partial material safety factor gc = 1.500
Installation:
hammer drilled hole, Installation condition: Dry
Reinforcement:
No reinforcement or Reinforcement spacing >= 150 mm (any Ø) or >= 100 mm (Ø <= 10 mm)
R
2
no longitudinal edge reinforcement
R
- The anchor calculation is based on a rigid baseplate assumption.
Geometry [mm] & Loading [kN, kNm]
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Hilti PROFIS Engineering 3.0.91
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Concrete - 28 Feb 2024 (1)
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1.1 Load combination
Case
1
Description
Combination 1
Forces [kN] / Moments [kNm]
Seismic
Fire
Max. Util. Anchor [%]
N = 0.000; Vx = 43.200; Vy = 6.800;
Mx = 0.000; My = 0.000; Mz = 0.000;
Nsus = 0.000; Mx,sus = 0.000; My,sus = 0.000;
no
no
198
2 Load case/Resulting anchor forces
y
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Anchor
Tension force
Shear force
Shear force x
Shear force y
1
0.000
43.732
43.200
6.800
max. concrete compressive strain:
max. concrete compressive stress:
1
x
- [‰]
2
- [N/mm ]
resulting tension force in (x/y)=(0.0/0.0):
0.000 [kN]
resulting compression force in (x/y)=(0.0/0.0): 0.000 [kN]
Anchor forces are calculated based on the assumption of a rigid baseplate.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Concrete - 28 Feb 2024 (1)
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3 Tension load (EN 1992-4, Section 7.2.1)
Load [kN]
Capacity [kN]
Utilization bN [%]
Status
Steel failure*
N/A
N/A
N/A
N/A
Concrete Breakout failure**
N/A
N/A
N/A
N/A
Splitting failure**
N/A
N/A
N/A
N/A
* highest loaded anchor
**anchor group (anchors in tension)
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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4 Shear load (EN 1992-4, Section 7.2.2)
Utilization bV [%]
Load [kN]
Capacity [kN]
Steel failure (without lever arm)*
43.732
78.400
56
OK
Steel failure (with lever arm)*
43.732
22.157
198
not recommended
Pryout failure**
43.732
39.202
112
not recommended
N/A
N/A
N/A
N/A
Concrete edge failure in direction **
* highest loaded anchor
Status
**anchor group (relevant anchors)
4.1 Steel failure (without lever arm)
V
VEd £ VRd,s = Rk,s
gM,s
VRk,s
= k7 ·
EN 1992-4, Table 7.2
0
VRk,s
EN 1992-4, Eq. (7.35)
0
VRk,s [kN]
k7
VRk,s [kN]
gM,s
VRd,s [kN]
VEd [kN]
98.000
1.000
98.000
1.250
78.400
43.732
4.2 Steel failure (with lever arm)
V
VEd £ VRd,s,M = Rk,s,M
gM,s
aM · MRk,s
VRk,s,M
=
la
0
MRk,s
= MRk,s ·
la
= ec +
EN 1992-4, Table 7.2
EN 1992-4, Eq. 7.37
(1 - NN )
Ed
EN 1992-4, Eq. 7.38
Rd,s
t
+ a3
2
EN 1992-4, Eq. 6.2
l [mm]
aM
37.5
2.00
NEd / NRd,s
1 - NEd / NRd,s
MRk,s [kNm]
0.000
1.000
0.519
M
VRk,s
= aM * MRk,s / l [kN]
27.696
0
gMs
1.250
0
MRk,s = MRk,s (1 - NEd/ NRd,s) [kNm]
0.519
M
VRd,s
[kN]
22.157
VEd [kN]
43.732
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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4.3 Pryout failure (concrete cone relevant)
V
VEd £ VRd,cp = Rk,cp
gM,c,p
VRk,cp
= k8 · min {NRk,c; NRk,p}
A
0
NRk,c
= NRk,c · 0c,N · y s,N · y re,N · y ec1,N · y ec2,N · y M,N
Ac,N
EN 1992-4, Table 7.2
EN 1992-4, Eq. (7.39c)
EN 1992-4, Eq. (7.1)
0
= k1 · √fck · hef
EN 1992-4, Eq. (7.2)
Ac,N
0
= scr,N · scr,N
EN 1992-4, Eq. (7.3)
y s,N
= 0.7 + 0.3 ·
y ec1,N
=
1,5
NRk,c
y ec2,N
1+
(
1+
(
=
y M,N
c
1.00
ccr,N £
1
2 · eV,1
scr,N
1
2 · eV,2
scr,N
EN 1992-4, Eq. (7.4)
)
£ 1.00
EN 1992-4, Eq. (7.6)
)
£ 1.00
EN 1992-4, Eq. (7.6)
=1
2
EN 1992-4, Eq. (7.7)
0
2
2
Ac,N [mm ]
Ac,N [mm ]
ccr,N [mm]
scr,N [mm]
k8
fc,cyl [N/mm ]
72,900
72,900
135.0
270.0
2.000
20.00
ec1,V [mm]
y ec1,N
ec2,V [mm]
y ec2,N
y s,N
y re,N
y M,N
0.0
1.000
0.0
1.000
1.000
1.000
1.000
k1
NRk,c [kN]
0
gM,c,p
VRd,cp [kN]
VEd [kN]
7.700
29.401
1.500
39.202
43.732
Group anchor ID
1
5 Displacements (highest loaded anchor)
Short term loading:
NSk
=
0.000 [kN]
dN
=
0.0000 [mm]
VSk
=
32.394 [kN]
dV
=
1.2958 [mm]
dNV
=
1.2958 [mm]
Long term loading:
NSk
=
0.000 [kN]
dN
=
0.0000 [mm]
VSk
=
32.394 [kN]
dV
=
1.9436 [mm]
dNV
=
1.9436 [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 baseplate! 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!
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Hilti PROFIS Engineering 3.0.91
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Concrete - 28 Feb 2024 (1)
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6 Warnings
• The anchor design methods in PROFIS Engineering require rigid baseplates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the baseplate are not considered - the
baseplate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering
calculates the minimum required baseplate thickness with CBFEM to limit the stress of the baseplate based on the assumptions explained
above. The proof if the rigid baseplate assumption is valid is not carried out by PROFIS Engineering. 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 EN 1992-4, Annex A!
• The design is only valid if the clearance hole in the fixture is not larger than the value given in Table 6.1 of EN 1992-4! For larger diameters
of the clearance hole see section 6.2.2 of EN 1992-4!
• The anchor resistances used for this design are ONLY valid if the Seismic set will be installed on the jobsite as per IFU when the Seismic
washer was selected.
• 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.
• For the determination of the y re,v (concrete edge failure) the minimum concrete cover defined in the design settings is used as the concrete
cover of the edge reinforcement.
• Drilled 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.
• Edge reinforcement is not required to avoid splitting failure
• Design is only valid if hole is filled to remove clearance, clearance as per EN 1992-4 Table 6.1
• The characteristic bond resistances depend on the return period (service life in years): 50
Fastening does not meet the design criteria!
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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Hilti PROFIS Engineering 3.0.91
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Concrete - 28 Feb 2024 (1)
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28/02/2024
7 Installation data
2
Baseplate, steel: S 235; E = 210,000.00 N/mm ; fyk = 235.00 N/mm
2
Anchor type and size: HIT-HY 200-A V3 + HAS-U 8.8 M20
Item number: 2223886 HAS-U 8.8 M20x180 (insert) /
Profile: no profile
2378171 HIT-HY 200-A V3 (mortar)
Hole diameter in the fixture: df = 22.0 mm
Insert item # alternative: 2390241 HAS 8.8 M20x180
Plate thickness (input): 25.0 mm
Maximum installation torque: 150 Nm
Recommended plate thickness: not calculated
Hole diameter in the base material: 22.0 mm
Drilling method: Hammer drilled
Cleaning: Compressed air cleaning of the drilled hole according to instructions
Hole depth in the base material: 90.0 mm
Minimum thickness of the base material: 134.0 mm
for use is required
Gap filling with Hilti Filling Set M20.0 mm
http://download.hilti.biz/data/techlib/help/IFU_Seismic-Filling-Set.pdf
Hilti HAS-U or HAS threaded rod with HIT-HY 200-A V3 injection mortar with 90 mm embedment h_ef, M20, Steel galvanized, Hammer
drilling installation per ETA 19/0601, with annular gaps filled with Hilti Filling Set or any suitable gap solutions
7.1 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
• For deep installations, a piston plug is
necessary
• Hilti Filling Set
• Torque wrench
y
150.0
200.0
150.0
200.0
1
200.0
150.0
150.0
x
200.0
Coordinates Anchor [mm]
Anchor
x
y
c-x
c+x
c-y
c+y
1
0.0
0.0
-
-
-
-
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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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.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
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