Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
1
AG
aniket@centrespacedesign.co.uk
10/10/2022
Specifier's comments:
1 Input data
Anchor type and size:
HIT-HY 200-A + HAS-U 5.8 M12
Return period (service life in years):
50
Item number:
2223822 HAS-U 5.8 M12x120 (insert) / 2022696
HIT-HY 200-A (mortar)
Effective embedment depth:
hef,act = 75.0 mm (hef,limit = - mm)
Material:
5.8
Approval No.:
ETA 11/0493
Issued I Valid:
10/12/2021 | -
Proof:
Design Method EN 1992-4, Chemical
Stand-off installation:
eb = 0.0 mm (no stand-off); t = 10.0 mm
Baseplate :
lx x ly x t = 250.0 mm x 250.0 mm x 10.0 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 ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
2
AG
aniket@centrespacedesign.co.uk
10/10/2022
1.1 Load combination
Case
1
Description
Combination 1
Forces [kN] / Moments [kNm]
Seismic
Fire
Max. Util. Anchor [%]
N = 8.000; Vx = 0.000; Vy = 10.000;
Mx = 2.560; My = 0.000; Mz = 0.000;
Nsus = 0.000; Mx,sus = 0.000; My,sus = 0.000;
no
no
81
2 Load case/Resulting anchor forces
y
5
Anchor reactions [kN]
Tension force: (+Tension, -Compression)
Anchor
Tension force
Shear force
Shear force x
Shear force y
1
0.688
1.667
0.000
1.667
2
0.688
1.667
0.000
1.667
3
3.836
1.667
0.000
1.667
4
3.836
1.667
0.000
1.667
5
6.985
1.667
0.000
1.667
6
6.985
1.667
0.000
1.667
max. concrete compressive strain:
max. concrete compressive stress:
6
Tension
3
x4
1
2
0.10 [‰]
2
3.03 [N/mm ]
resulting tension force in (x/y)=(0.0/38.3):
23.018 [kN]
resulting compression force in (x/y)=(0.0/-111.8): 15.018 [kN]
Compression
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 ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
3
AG
aniket@centrespacedesign.co.uk
10/10/2022
3 Tension load (EN 1992-4, Section 7.2.1)
Load [kN]
Capacity [kN]
Utilization bN [%]
Status
Steel failure*
6.985
28.133
25
OK
Combined pullout-concrete cone failure**
23.018
30.594
76
OK
Concrete Breakout failure**
23.018
28.472
81
OK
N/A
N/A
N/A
N/A
Splitting failure**
* highest loaded anchor
**anchor group (anchors in tension)
3.1 Steel failure
N
NEd £ NRd,s = Rk,s
gM,s
EN 1992-4, Table 7.1
NRk,s [kN]
gM,s
NRd,s [kN]
NEd [kN]
42.200
1.500
28.133
6.985
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
4
AG
aniket@centrespacedesign.co.uk
10/10/2022
3.2 Combined pullout-concrete cone failure
N
NEd £ NRd,p = Rk,p
gM,p
0
NRk,p
= NRk,p ·
0
EN 1992-4, Table 7.1
Ap,N
0
Ap,N
· y g,Np · y s,Np · y re,N · y ec1,Np · y ec2,Np
EN 1992-4, Eq. (7.13)
NRk,p
y sus
= y sus · t Rk · p · d · hef
=1
EN 1992-4, Eq. (7.14)
EN 1992-4, Eq. (7.14a)
scr,Np
= 7.3 · d · √y sus · t Rk £ 3 · hef
0,5
s
0
0
= y g,Np · (y g,Np - 1) ³ 1.00
s
EN 1992-4, Eq. (7.15)
( )
y g,Np
EN 1992-4, Eq. (7.17)
cr,Np
0
y g,Np
= √n - (√n - 1) ·
t Rk,c
=
(tt )
1,5
Rk
Rk,c
³ 1.00
EN 1992-4, Eq. (7.18)
k3
· √hef · fck
p·d
c
= 0.7 + 0.3 ·
1.00
ccr,Np £
1
=
1.00
2 · ec1,N £
1+
scr,Np
1
=
1.00
2 · ec2,N £
1+
scr,Np
y s,Np
y ec1,Np
y ec2,Np
EN 1992-4, Eq. (7.19)
EN 1992-4, Eq. (7.20)
(
)
EN 1992-4, Eq. (7.21)
(
)
EN 1992-4, Eq. (7.21)
2
0
2
2
Ap,N [mm ]
Ap,N [mm ]
t Rk,ucr,20 [N/mm ]
scr,Np [mm]
129,575
50,625
18.00
225.0
cmin [mm]
fc,cyl [N/mm ]
112.5
∞
20.00
0
g,Np
y g,Np
1.000
1.000
yc
t Rk,cr [N/mm ]
k3
t Rk,c [N/mm ]
1.000
8.50
7.700
7.91
ec1,N [mm]
y ec1,Np
ec2,N [mm]
y ec2,Np
y s,Np
y re,Np
0.0
1.000
38.3
0.746
1.000
1.000
y sus
asus
y sus
0.740
0.000
1.000
0
0
NRk,p
[kN]
24.033
2
2
2
ccr,Np [mm]
y
NRk,p [kN]
gM,p
NRd,p [kN]
NEd [kN]
45.891
1.500
30.594
23.018
Group anchor ID
1-6
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
5
AG
aniket@centrespacedesign.co.uk
10/10/2022
3.3 Concrete Breakout failure
N
NEd £ NRd,c = Rk,c
gM,c
0
NRk,c
EN 1992-4, Table 7.1
= NRk,c ·
0
Ac,N
0
Ac,N
· y s,N · y re,N · y ec1,N · y ec2,N · y M,N
1,5
EN 1992-4, Eq. (7.1)
NRk,c
= k1 · √fck · hef
EN 1992-4, Eq. (7.2)
0
Ac,N
= scr,N · scr,N
EN 1992-4, Eq. (7.3)
y s,N
= 0.7 + 0.3 ·
y ec1,N
=
y ec2,N
1+
(
1+
(
=
y M,N
c
1.00
ccr,N £
1
2 · eN,1
scr,N
1
2 · eN,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]
fc,cyl [N/mm ]
129,575
50,625
112.5
225.0
20.00
ec1,N [mm]
y ec1,N
ec2,N [mm]
y ec2,N
y s,N
y re,N
0.0
1.000
38.3
0.746
1.000
1.000
gM,c
NRd,c [kN]
NEd [kN]
1.500
28.472
23.018
z [mm]
y M,N
k1
150.1
1.000
7.700
0
NRk,c
[kN]
22.366
Group anchor ID
1-6
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
6
AG
aniket@centrespacedesign.co.uk
10/10/2022
4 Shear load (EN 1992-4, Section 7.2.2)
Status
20.256
9
OK
N/A
N/A
N/A
Capacity [kN]
1.667
N/A
10.000
76.330
14
OK
N/A
N/A
N/A
N/A
Steel failure (without lever arm)*
Steel failure (with lever arm)*
Pryout failure**
Concrete edge failure in direction **
* highest loaded anchor
Utilization bV [%]
Load [kN]
**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]
25.320
1.000
25.320
1.250
20.256
1.667
4.2 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 ]
129,575
50,625
112.5
225.0
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
22.366
1.500
76.330
10.000
Group anchor ID
1-6
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
7
AG
aniket@centrespacedesign.co.uk
10/10/2022
5 Combined tension and shear loads (EN 1992-4, Section 7.2.3)
Steel failure
a
bN
bV
a
Utilization bN,V [%]
Status
0.248
0.082
2.000
7
OK
a
bN + bV £ 1.0
Concrete failure
a
bN
bV
a
Utilization bN,V [%]
Status
0.808
0.131
1.500
78
OK
a
bN + bV £ 1.0
6 Displacements (highest loaded anchor)
Short term loading:
NSk
VSk
=
=
5.174 [kN]
dN
=
0.1281 [mm]
1.235 [kN]
dV
=
0.0617 [mm]
dNV
=
0.1422 [mm]
Long term loading:
NSk
=
5.174 [kN]
dN
=
0.2928 [mm]
VSk
=
1.235 [kN]
dV
=
0.0988 [mm]
dNV
=
0.3090 [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 ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
7
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
8
AG
aniket@centrespacedesign.co.uk
10/10/2022
7 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 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
• 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 conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
8
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
9
AG
aniket@centrespacedesign.co.uk
10/10/2022
8 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 + HAS-U 5.8 M12
Item number: 2223822 HAS-U 5.8 M12x120 (insert) /
Profile: no profile
2022696 HIT-HY 200-A (mortar)
Hole diameter in the fixture: df = 14.0 mm
Maximum installation torque: 40 Nm
Plate thickness (input): 10.0 mm
Hole diameter in the base material: 14.0 mm
Recommended plate thickness: not calculated
Hole depth in the base material: 75.0 mm
Drilling method: Hammer drilled
Cleaning: Compressed air cleaning of the drilled hole according to instructions
Minimum thickness of the base material: 105.0 mm
for use is required
Hilti HAS-U threaded rod with HIT-HY 200 injection mortar with 75 mm embedment h_ef, M12, Steel galvanized, Hammer drilling installation
per ETA 11/0493
8.1 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
• Torque wrench
y
125.0
6
3
4
70.0
5
125.0
55.0
125.0
2
55.0
1
125.0
70.0
x
60.0
130.0
60.0
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
2
3
-65.0
65.0
-65.0
-70.0
-70.0
0.0
-
-
-
-
4
5
6
65.0
-65.0
65.0
0.0
70.0
70.0
-
-
-
-
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
9
Hilti PROFIS Engineering 3.0.80
www.hilti.co.uk
Company:
Address:
Phone I Fax:
Design:
Fastening Point:
Centrespace Design
Suite 3, Royal House, Station Road, Henley on Tham
01491 573968 |
Concrete - 26 Aug 2022
Page:
Specifier:
E-Mail:
Date:
10
AG
aniket@centrespacedesign.co.uk
10/10/2022
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 conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
10