Hilti PROFIS Engineering 3.1.

14

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
Fastening point:

Specifier's comments:

1 Anchor Design
1.1 Input data

Anchor type and diameter: HST3 M16 hef1

Return period (service life in years): 50
Item number: 2105858 HST3 M16x135 35/15
Specification text: Planirano korišćenje ankera ekvivalentnih po
karakteristikama ankerima Hilti HST3 sa
minimalnom dubinom postavljanja u beton od
65 mm.
Effective embedment depth: hef,act = 65.0 mm (hef,limit = - mm), hnom = 78.0 mm
Material:
Evaluation Service Report: ETA 98/0001
Issued I Valid: 7/20/2023 | -
Proof: Design Method EN 1992-4, Mechanical
Stand-off installation: eb = 0.0 mm (no stand-off); t = 20.0 mm

Anchor plate
CBFEM
: lx x ly x t = 300.0 mm x 220.0 mm x 20.0 mm;

Profile: Rectangular hollow, 120 x 80 x3; (L x W x T) = 120.0 mm x 80.0 mm x 3.0 mm

Base material: 2
uncracked concrete, C25/30, fc,cyl = 25.00 N/mm ; h =200.0 mm, 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)
with longitudinal edge reinforcement d >= 12.0 [mm]

CBFEM
- The anchor calculation is based on a component-based Finite Element Method (CBFEM)

Geometry [mm] & Loading [kN, kNm]

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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1.1.1 Load combination

Case Description Forces [kN] / Moments [kNm] Seismic Fire Max. Util. Anchor [%]
1 Combination 1 N = 19.520; Vx = 0.360; Vy = -14.370; no no 64
Mx = 0.480; My = 0.110; Mz = 0.060;

1.2 Load case/Resulting anchor forces

y
Anchor reactions [kN]
Tension force: (+Tension, -Compression) 3 4
Anchor Tension force Shear force Shear force x Shear force y
1 3.448 3.669 0.094 -3.667
Tension
2 3.011 3.543 0.174 -3.538 x
3 11.757 3.652 0.153 -3.649
4 11.521 3.516 -0.061 -3.516 Compression

1 2

Resulting tension force in (x/y)=(-2.5/42.4): 29.738 [kN]

Resulting compression force in (x/y)=(-1.7/-12.7): 10.910 [kN]

Anchor forces are calculated based on a component-based Finite Element Method (CBFEM)

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Hilti PROFIS Engineering 3.1.14

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1.3 Tension load (EN 1992-4, Section 7.2.1)

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

Steel Strength* 11.757 54.286 22 OK
Pullout Strength* 11.757 19.215 62 OK
Concrete Breakout Failure** 15.205 23.934 64 OK
Splitting failure** 15.205 33.347 46 OK

* highest loaded anchor **anchor group (anchors in tension)

1.3.1 Steel Strength

N
NEd £ NRd,s = Rk,s EN 1992-4, Table 7.1
gMs

NRk,s [kN] gMs NRd,s [kN] NEd [kN]

76.000 1.400 54.286 11.757
1.3.2 Pullout Strength

y c · NRk,p
NEd £ NRd,p = EN 1992-4, Table 7.1
gMp

NRk,p [kN] yc g Mp NRd,p [kN] NEd [kN]

25.780 1.118 1.500 19.215 11.757
1.3.3 Concrete Breakout Failure

N
NEd £ NRd,c = Rk,c EN 1992-4, Table 7.1
gMc
0 Ac,N
NRk,c = NRk,c · 0
· y s,N · y re,N · y ec1,N · y ec2,N · y M,N EN 1992-4, Eq. (7.1)
Ac,N
0 1,5
NRk,c = k1 · √fck · hef EN 1992-4, Eq. (7.2)
0
Ac,N = scr,N · scr,N EN 1992-4, Eq. (7.3)
c
y s,N = 0.7 + 0.3 · 1.00 EN 1992-4, Eq. (7.4)
ccr,N £
1
y ec1,N = £ 1.00 EN 1992-4, Eq. (7.6)
1+ ( 2 · eN,1
scr,N )
1
y ec2,N = £ 1.00 EN 1992-4, Eq. (7.6)
1+ ( 2 · eN,2
scr,N )
y M,N =1 EN 1992-4, Eq. (7.7)

2 0 2 2
Ac,N [mm ] Ac,N [mm ] ccr,N [mm] scr,N [mm] fc,cyl [N/mm ]
67,275 38,025 97.5 195.0 25.00

ec1,N [mm] y ec1,N ec2,N [mm] y ec2,N y s,N y re,N z [mm]

0.0 1.000 41.0 0.704 1.000 1.000 55.1
0
y M,N k1 NRk,c [kN] gMc NRd,c [kN] NEd [kN]
1.000 11.000 28.823 1.500 23.934 15.205

Group anchor ID
1, 3

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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1.3.4 Splitting failure

N
NEd £ NRd,sp = Rk,sp EN 1992-4, Table 7.1
gMsp
0 Ac,N
NRk,sp = NRk,sp · 0
· y s,N · y re,N · y ec1,N · y ec2,N · y h,sp EN 1992-4, Eq. (7.23)
Ac,N
0
NRk,sp = min (NRk,p, N0Rk,c)
0
Ac,N = scr,sp · scr,sp EN 1992-4, Eq. (7.3)
c
y s,N = 0.7 + 0.3 · 1.00 EN 1992-4, Eq. (7.4)
ccr,sp £
1
y ec1,N = £ 1.00 EN 1992-4, Eq. (7.6)
1+ ( 2 · eN,1
scr,sp )
1
y ec2,N = £ 1.00 EN 1992-4, Eq. (7.6)
1+ ( 2 · eN,2
scr,sp )
{1; (h ) } £ 2.00
2/3 2/3
y h,sp = (hh )min
£ max
ef + 1.5· c1
hmin
EN 1992-4, Eq. (7.24)

0 2
Ac,N [mm ]
2
Ac,N [mm ] ccr,sp [mm] scr,sp [mm] hmin [mm] y h,sp 2
fc,cyl [N/mm ]
74,464 43,264 104.0 208.0 120.0 1.406 25.00

ec1,N [mm] y ec1,N ec2,N [mm] y ec2,N y s,N y re,N k1

0.0 1.000 41.0 0.717 1.000 1.000 11.000
0
NRk,sp [kN] gMsp NRd,sp [kN] NEd [kN]
28.823 1.500 33.347 15.205

Group anchor ID
1, 3

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Hilti PROFIS Engineering 3.1.14

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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1.4 Shear load (EN 1992-4, Section 7.2.2)

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

Steel Strength (without lever arm)* 3.669 43.600 9 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength* 3.669 57.963 7 OK
Concrete edge failure in direction x-** 7.316 38.969 19 OK

* highest loaded anchor **anchor group (relevant anchors)

When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction

1.4.1 Steel Strength (without lever arm)

V
VEd £ VRd,s = Rk,s EN 1992-4, Table 7.2
gMs
0
VRk,s = k7 · VRk,s EN 1992-4, Eq. (7.35)

0
VRk,s [kN] k7 VRk,s [kN] gMs VRd,s [kN] VEd [kN]
54.500 1.000 54.500 1.250 43.600 3.669
1.4.2 Pryout Strength

V
VEd £ VRd,cp = Rk,cp EN 1992-4, Table 7.2
gMc,p
VRk,cp = k8 · NRk,c EN 1992-4, Eq. (7.39a)
0 A
NRk,c = NRk,c · c,N
0
· y s,N · y re,N · y ec1,N · y ec2,N · y M,N EN 1992-4, Eq. (7.1)
Ac,N
0 1,5
NRk,c = k1 · √fck · hef EN 1992-4, Eq. (7.2)
0
Ac,N = scr,N · scr,N EN 1992-4, Eq. (7.3)
c
y s,N = 0.7 + 0.3 · 1.00 EN 1992-4, Eq. (7.4)
ccr,N £
1
y ec1,N = £ 1.00 EN 1992-4, Eq. (7.6)
1+ ( 2 · eV,1
scr,N )
1
y ec2,N = £ 1.00 EN 1992-4, Eq. (7.6)
1+ ( 2 · eV,2
scr,N )
y M,N =1 EN 1992-4, Eq. (7.7)

2 0 2 2
Ac,N [mm ] Ac,N [mm ] ccr,N [mm] scr,N [mm] k8 fc,cyl [N/mm ]
33,638 38,025 97.5 195.0 3.410 25.00

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
0
k1 NRk,c [kN] gMc,p VRd,cp [kN] VEd [kN]
11.000 28.823 1.500 57.963 3.669

Group anchor ID
1

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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1.4.3 Concrete edge failure in direction x-

V
VEd £ VRd,c = Rk,c EN 1992-4, Table 7.2
gMc
0 Ac,V
VRk,c = kT · VRk,c · 0
· y s,V · y h,V · y a,V · y ec,V · y re,V EN 1992-4, Eq. (7.40)
Ac,V
0 a b 1,5
VRk,c = k9 · dnom · lf · √fck · c1 EN 1992-4, Eq. (7.41)
0,5
a = 0.1 · () lf
c1
EN 1992-4, Eq. (7.42)
0,2

= 0.1 · (
c )
d nom
b EN 1992-4, Eq. (7.43)
1
0 2
Ac,V = 4.5 · c1 EN 1992-4, Eq. (7.44)
c2
y s,V = 0.7 + 0.3 · 1.00 EN 1992-4, Eq. (7.45)
1.5 · c1 £
0,5
y h,V = (1.5h· c ) 1
³ 1.00 EN 1992-4, Eq. (7.46)
1
y ec,V = £ 1.00 EN 1992-4, Eq. (7.47)
1+ ( 2 · eV
3 · c1 )
y a,V = √(cos a ) + (10.5 · sin a )
V
2
V
2 ³ 1.00 EN 1992-4, Eq. (7.48)

lf [mm] dnom [mm] k9 a b 2

fc,cyl [N/mm ] c1 [mm]
65.0 16.00 2.400 0.077 0.068 25.00 110.0
0 2
Ac,V [mm ]
2
Ac,V [mm ] y s,V y h,V ec,V [mm] y ec,V
74,250 54,450 0.945 1.000 0.6 0.996

aV [°] y a,V y re,V

89.52 2.000 1.000
0
VRk,c [kN] kT gMc VRd,c [kN] VEd [kN]
22.757 1.0 1.500 38.969 7.316

Group anchor ID
1, 3

When the input edge distance is set to "infinity", edge breakout verification is not performed in that direction

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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1.5 Combined tension and shear loads (EN 1992-4, Section 7.2.3)
Steel failure

bN bV a Utilization bN,V [%] Status

0.217 0.084 2.000 6 OK

a a
bN + bV £ 1.0

Concrete failure

bN bV a Utilization bN,V [%] Status

0.635 0.188 1.500 59 OK

a a
bN + bV £ 1.0

1.6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates as 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 Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above.
The proof if the rigid base plate 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!
• The equations presented in this report are based on metric units. When inputs are displayed in imperial units, the user should be aware that
the equations remain in their metric format.
• 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 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.
• The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2021, ETAG 001/Annex
C, EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to
elastic/plastic displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment."
• The characteristic bond resistances depend on the return period (service life in years): 50

Input data and results must be checked for conformity with the existing conditions and for plausibility!
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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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1.7 Installation data

2 2
Anchor plate, steel: S 235; E = 210,000.00 N/mm ; fyk = 235.00 N/mm Anchor type and diameter: HST3 M16 hef1
Profile: Rectangular hollow, 120 x 80 x3; (L x W x T) = 120.0 mm x 80.0 mm x Item number: 2105858 HST3 M16x135 35/15
3.0 mm
Hole diameter in the fixture: df = 18.0 mm Maximum installation torque: 110 Nm
Plate thickness (input): 20.0 mm Hole diameter in the base material: 16.0 mm
Hole depth in the base material: 98.0 mm
Drilling method: Hammer drilled Minimum thickness of the base material: 120.0 mm
Cleaning: No cleaning of the drilled hole is required

Hilti HST3 stud anchor with 65 mm embedment, M16 hef1, Steel galvanized, installation per ETA 98/0001

1.7.1 Recommended accessories

Drilling Cleaning Setting

• Suitable Rotary Hammer • No accessory required • Torque controlled cordless impact tool
• Properly sized drill bit • Torque wrench
• Hammer

y
150.0 150.0

35.0

3 4
110.0
50.0

150.0

x
110.0

1 2
35.0

40.0 220.0 40.0

Coordinates Anchor [mm]

Anchor x y c-x c+x c-y c+y
1 -110.0 -75.0 110.0 - - 285.0
2 110.0 -75.0 330.0 - - 285.0
3 -110.0 75.0 110.0 - - 135.0
4 110.0 75.0 330.0 - - 135.0

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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1.8 Drilling and installation

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
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2 Anchor plate rigidity check

2.1 Input data

Anchor plate: Shape: Rectangular
lx x ly x t = 300.0 mm x 220.0 mm x 20.0 mm
Calculation: Anchor Plate Rigidity Check
Material: S 235; Fy = 235.00 N/mm²; εlim = 5.00%
Anchor type and size: HST3 M16 hef1, hef = 65.0 mm
Anchor stiffness: The anchor is modeled considering stiffness values determined from load displacement curves tested in an
independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor
stiffness has a major impact on the load distribution results.
Design method: EN-based design using component-based FEM
Stand-off installation: eb = 0.0 mm (No stand-off); t = 20.0 mm
Profile: 120 x 80 x3; (L x W x T x FT) = 120.0 mm x 80.0 mm x 3.0 mm x -
Material: S 235; Fy = 235.00 N/mm²; εlim = 5.00%
Eccentricity x: 0.0 mm
Eccentricity y: 50.0 mm
Base material: Uncracked concrete; C25/30; fc,cyl = 25.00 N/mm²; h = 200.0 mm; E = 31,000.00 N/mm²; G = 12,916.67
N/mm²; v = 0.20
Welds (profile to anchor plate): Type of redistribution: Plastic
Material: S 235
Mesh size: Number of elements on edge: 8
Min. size of element: 10.0 mm
Max. size of element: 50.0 mm

2.2 Anchor plate classification

Results below are displayed for the decisive load combinations: Combination 1
Anchor tension forces Equivalent rigid anchor plate (CBFEM) Component-based Finite Element Method
(CBFEM) anchor plate design
Anchor 1 0.538 kN 3.448 kN
Anchor 2 0.000 kN 3.011 kN
Anchor 3 9.824 kN 11.757 kN
Anchor 4 9.558 kN 11.521 kN

User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can
be applied.

Input data and results must be checked for conformity with the existing conditions and for plausibility!
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2.3 Warnings
● By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified
anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability
and adequacy for your specific jurisdiction and project requirements.
● The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory.
Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution
results.
● Calculation with profiles thinner than 4.0 mm might be outside of EN19931-1 and EN1993-1-8.

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
Fastening point:

3 Summary of results
Load combination Max. utilization Status
Anchors Combination 1 64% OK

Fastening meets the design criteria!

Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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Design: Concrete - Apr 22, 2025 Date: 4/25/2025
Fastening point:

4 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!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan

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