C-FIX 1.121.0.0
Database version
2023.12.14.12.55
Date
20/03/2024
Grow Vertex Co., Ltd.
1 Empire Tower Fl. 47th Unit 4703
(River 38)
South Sathorn Rd., Yannawa, Sathorn,
Bangkok 10120
Phone: +66 2 6863461
Fax: +66 2 0266874
info@growvertex.co.th
www.growvertex.co.th
Design Specifications
Anchor
Anchor system
Anchor
Calculated anchorage
depth
Design Data
fischer Bolt Anchor FAZ II Plus
Bolt Anchor FAZ II Plus 16/100 R,
stainless steel
125 mm
Anchor design in Concrete according European Technical
Assessment ETA-19/0520, Option 1,
Issued 24/05/2023
Geometry / Loads / Scale units
mm, kN, kNm
Value of design actions (including
partial safety factor for the load)
Static
Not drawn to scale
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty in
the license agreement of the Software.
Page 1
C-FIX 1.121.0.0
Database version
2023.12.14.12.55
Date
20/03/2024
Input data
Design method
Base material
EN 1992-4:2018 mechanical fastener
Customized, Test specimen: Cylinder 150 x 300 mm,
Compressive strength = 32.0 N/mm²
Cracked, dry hole
No or standard reinforcement. No edge reinforcement. With
reinforcement against splitting
Hammer drilling
Pre-positioned installation
Annular gap not filled
Permanent-Transient/Static
Base plate with non bearing layer, e.g. grout pad., g = 15 mm
calc. lever arm la = 34 mm
Degree of restraint αM = 1.0
Mortar compression strength: 32.0 N/mm²
350 mm x 400 mm x 21 mm
Customized profile
Concrete condition
Reinforcement
Drilling method
Installation type
Annular gap
Type of loading
Base plate location
Base plate geometry
Profile type
Design actions *⁾
#
1
NEd
kN
VEd,x
kN
VEd,y
kN
MEd,x
kNm
MEd,y
kNm
MT,Ed
kNm
Type of loading
-12.40
6.90
0.80
1.20
20.50
0.52
Permanent-Transient/Static
*⁾ The required partial safety factors for actions are included
Resulting anchor forces
Tensile action
kN
Shear Action
kN
Shear Action x
kN
Shear Action y
kN
1
21.98
0.79
0.76
-0.22
2
0.00
0.90
0.76
0.49
3
21.53
1.17
1.15
-0.22
4
0.00
1.25
1.15
0.49
5
21.08
1.56
1.54
-0.22
6
0.00
1.62
1.54
0.49
Anchor no.
max. concrete compressive strain :
max. concrete compressive stress :
Resulting tensile actions :
Resulting compression actions :
0.19
6.5
64.60
77.00
‰
N/mm²
kN , X/Y position ( -135 / 2 )
kN , X/Y position ( 153 / -14 )
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty in
the license agreement of the Software.
Page 2
C-FIX 1.121.0.0
Database version
2023.12.14.12.55
Date
20/03/2024
Resistance to tension loads
Action
kN
Capacity
kN
Utilisation βN
%
Steel failure *
21.98
59.29
37.1
Pullout failure *
21.98
22.68
96.9
Concrete cone failure
64.60
72.24
89.4
Proof
* Most unfavourable anchor
Steel failure
( NRd,s )
NRk,s
kN
γMs
NRd,s
kN
NEd
kN
βN,s
%
83.00
1.40
59.29
21.98
37.1
Anchor no.
βN,s
%
Group N°
Decisive Beta
1
37.1
1
βN,s;1
2
0.0
2
βN,s;2
3
36.3
3
βN,s;3
4
0.0
4
βN,s;4
5
35.6
5
βN,s;5
6
0.0
6
βN,s;6
NRk,p
kN
Ψc
γMp
NRd,p
kN
NEd
kN
βN,p
%
34.02
1.260
1.50
22.68
21.98
96.9
Pullout failure
( NRd,p )
The given Psi,c-factor may has been determined by interpolation.
Anchor no.
βN,p
%
Group N°
Decisive Beta
1
96.9
1
βN,p;1
3
94.9
2
βN,p;2
5
93.0
3
βN,p;3
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty in
the license agreement of the Software.
Page 3
C-FIX 1.121.0.0
Database version
2023.12.14.12.55
Date
20/03/2024
Concrete cone failure
( NRd,c )
Eq. (7.1)
Eq. (7.2)
Eq. (7.4)
Eq. (7.5)
Eq. (7.6)
Eq. (7.7)
NRk,c
kN
γMc
NRd,c
kN
NEd
kN
βN,c
%
108.36
1.50
72.24
64.60
89.4
Anchor no.
βN,c
%
Group N°
Decisive Beta
1, 3, 5
89.4
1
βN,c;1
Resistance to shear loads
Proof
Action
kN
Capacity
kN
Utilisation βV
%
Steel failure with lever arm *
1.56
3.94
39.5
Concrete pry-out failure
1.25
44.67
2.8
* Most unfavourable anchor
Steel failure with lever arm
( VRd,s,M )
Eq. (7.37)
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty in
the license agreement of the Software.
Page 4
C-FIX 1.121.0.0
Database version
2023.12.14.12.55
Date
20/03/2024
Eq. (7.38)
VRk,s,M
kN
γMs
VRd,s,M
kN
VEd
kN
βVs
%
4.92
1.25
3.94
1.56
39.5
Anchor no.
βVs
%
Group N°
Decisive Beta
1
20.5
1
βVs;1
2
14.7
2
βVs;2
3
30.1
3
βVs;3
4
20.4
4
βVs;4
5
39.5
5
βVs;5
6
26.4
6
βVs;6
Concrete pry-out failure
( VRd,cp )
Eq. (7.39a)
Eq. (7.1)
Eq. (7.2)
Eq. (7.4)
Eq. (7.5)
Eq. (7.6)
Eq. (7.7)
VRk,cp
kN
γMc
VRd,cp
kN
VEd
kN
βV,cp
%
67.01
1.50
44.67
1.25
2.8
βV,cp
%
Group N°
Decisive Beta
2.8
1
βV,cp;1
Anchor no.
4
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty in
the license agreement of the Software.
Page 5
C-FIX 1.121.0.0
Database version
2023.12.14.12.55
Date
20/03/2024
Utilization of tension and shear loads
Tension loads
Utilisation βN
%
Shear Loads
Utilisation βV
%
Steel failure *
37.1
Steel failure with lever arm *
39.5
Pullout failure *
96.9
Concrete pry-out failure
2.8
Concrete cone failure
89.4
* Most unfavourable anchor
Resistance to combined tensile and shear loads
Utilisation steel
Eq.
Utilisation concrete
Proof successful
Eq. (7.57)
Base plate thickness
Stress distribution pattern within the
anchor plate
Base plate details
Anchor plate thickness
Base plate material
E-modulus
Yield strength
Safety factor
Poisson's ratio
Utilisation
Profile type
t =
E
Rp,0,2
γM
ν
η
=
=
=
=
=
21 mm
S 275
210,000 N/mm²
275 N/mm²
1.0
0.3
91 %
Customized profile
Technical remarks
The transmission of the anchor loads to the supports of the concrete member shall be shown for the ultimate limit state and
the serviceability limit state; for this purpose, the normal verifications shall be carried out under due consideration of the
actions introduced by the anchors. For these verifications the additional provisions given in the current design method shall
be taken into account.
As a pre-condition the anchor plate is assumed to be flat when subjected to the actions. Therefore, the plate (if present) must
be sufficiently stiff. The C-Fix anchor plate design is based on a proof of stresses and does not allow a statement about the
stiffness of the plate. The proof of the necessary stiffness is not carried out by C-Fix.
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty in
the license agreement of the Software.
Page 6
C-FIX 1.121.0.0
Database version
2023.12.14.12.55
Date
20/03/2024
Installation data
Anchor
Anchor system
Anchor
fischer Bolt Anchor FAZ II Plus
Bolt Anchor FAZ II Plus 16/100 R,
stainless steel
Art.-No. 564630
Accessories
Blow-out pump ABG big
SDS Plus-V II 16/160/210
Art.-No. 567792
Art.-No. 531827
Installation details
Thread diameter
Drill hole diameter
Drill hole depth
Calculated anchorage
depth
Installation depth
Drilling method
Borehole cleaning
Installation type
Annular gap
Installation torque
Socket size
Base plate thickness
Grout thickness
Total fixing thickness
Tfix,max
M 16
d0 = 16 mm
h1 = 148 mm
hef = 125 mm
hnom = 143 mm
Hammer drilling
Clear the borehole with a hand
blower.
Pre-positioned installation
Annular gap not filled
Tinst = 110.0 Nm
24 mm
t = 21 mm
g ≤ 15 mm
tfix ≤ 36 mm
tfix, max = 60 mm
Base plate details
Base plate material
Base plate thickness
Clearance hole in base
plate
S 275
t = 21 mm
df=18 mm
Attachment
Profile type
Customized profile
Profile dimensions
mm
Width
175
Flange thickness
6
Anchor coordinates
Anchor no.
x
mm
y
mm
1
-135
150
2
135
150
3
-135
0
4
135
0
5
-135
-150
6
135
-150
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty in
the license agreement of the Software.
Page 7