C-FIX 1.70.0.
0
Database version
2018.7.25.7.42
Date
30/07/2018
fischer fixings LLC
62 Orange Ave
10901 Suffern, NY
Phone: +1 845 504 5098
Fax: +1 845 625 2666
info@fischerfixingsusa.com
www.fischerfixingsusa.com
Design Specifications
Anchor
Anchor system fischer Bolt anchor FAZ II
Anchor Bolt anchor FAZ II 12/10, zinc plated steel
Anchorage depth 50 mm
Design Data Anchor design in Concrete according European Technical
Assessment ETA-05/0069, Option 1,
Issued 03/07/2017
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 1.70.0.0
Database version
2018.7.25.7.42
Date
30/07/2018
Input data
Design method TR055/ETAG 001, Annex C, Method A
Base material Normal weight concrete, C35, BS 8110
Concrete condition Cracked, dry hole
Reinforcement No or standard reinforcement. No edge reinforcement.
Without reinforcement against splitting
Drilling method hammer drilling
Installation type Push-through installation
Annular gap Annular gap not filled
Type of loading Static or quasi-static
Base plate location Base plate with non bearing layer, e.g. grout pad, g = 5 mm
calc. lever arm l = 21 mm
Degree of restraint αM = 1.0
Mortar compression strength: 30.0 N/mm²
Base plate geometry 200 mm x 400 mm x 20 mm
Profile type Customized profile
Design actions *⁾
# NSd VSd,x VSd,y MSd,x MSd,y MT,Sd Type of loading
kN kN kN kNm kNm kNm
1 0.66 4.62 -0.30 0.00 0.00 0.00 Static or quasi-static
2 1.74 3.45 -0.32 0.00 0.00 0.00 Static or quasi-static
3 0.69 3.38 -0.33 0.00 0.00 0.00 Static or quasi-static
4 0.65 4.22 -0.28 0.00 0.00 0.00 Static or quasi-static
5 0.54 2.64 -0.38 0.00 0.00 0.00 Static or quasi-static
6 0.32 1.58 -0.39 0.00 0.00 0.00 Static or quasi-static
7 0.32 1.58 -0.39 0.00 0.00 0.00 Static or quasi-static
8 0.39 2.01 -0.32 0.00 0.00 0.00 Static or quasi-static
9 0.54 2.60 -0.26 0.00 0.00 0.00 Static or quasi-static
10 0.08 1.65 -0.15 0.00 0.00 0.00 Static or quasi-static
11 0.02 1.44 0.08 0.00 0.00 0.00 Static or quasi-static
*⁾ The required partial safety factors for actions are included
Resulting of the most decisive anchor forces.
Tensile action Shear Action Shear Action x Shear Action y
Anchor no. kN kN kN kN
1 1.42 8.33 2.31 -8.00
2 1.42 8.04 2.31 7.70
max. concrete compressive strain : 0.03 ‰
max. concrete compressive stress : 1.0 N/mm²
Resulting tensile actions : 2.83 kN , X/Y position ( 0 / 115 )
Resulting compression actions : 2.17 kN , X/Y position ( 0 / 192 )
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 1.70.0.0
Database version
2018.7.25.7.42
Date
30/07/2018
Resistance of the most decisive tensile loads.
Action Capacity Utilisation βN
Proof kN kN %
Steel failure * 1.42 28.80 4.9
Pullout failure * 1.42 15.81 9.0
Concrete cone failure 2.83 20.08 14.1
* Most unfavourable anchor
Steel failure
( NRd,s )
NRk,s γMs NRd,s NSd βN,s
kN kN kN %
43.20 1.50 28.80 1.42 4.9
βN,s
Anchor no. % Group N° Decisive Beta
1 4.9 1 βN,s;1
2 4.9 2 βN,s;2
Pullout failure
( NRd,p )
NRk,p Ψc γMp NRd,p NSd βN,p
kN kN kN %
23.71 1.186 1.50 15.81 1.42 9.0
The given Psi,c-factor may has been determined by interpolation.
βN,p
Anchor no. % Group N° Decisive Beta
1, 2 9.0 1 βN,p;1
Concrete cone failure
( NRd,c )
Eq. (5.2)
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 1.70.0.0
Database version
2018.7.25.7.42
Date
30/07/2018
Eq. (5.2a)
Eq. (5.2c)
Eq. (5.2d)
Eq. (5.2e)
NRk,c γMc NRd,c NSd βN,c
kN kN kN %
30.12 1.50 20.08 2.83 14.1
βN,c
Anchor no. % Group N° Decisive Beta
1, 2 14.1 1 βN,c;1
Resistance of the most decisive shear loads.
Proof Action Capacity Utilisation βV
kN kN %
Steel failure without lever arm * 8.33 24.48 34.0
Concrete pry-out failure 8.33 31.12 26.8
Concrete edge failure 9.24 12.76 72.4
* Most unfavourable anchor
Steel failure without lever arm
( VRd,s )
VRk,s γMs VRd,s VSd βVs
kN kN kN %
30.60 1.25 24.48 8.33 34.0
βVs
Anchor no. % Group N° Decisive Beta
1 34.0 1 βVs;1
2 32.9 2 βVs;2
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 1.70.0.0
Database version
2018.7.25.7.42
Date
30/07/2018
Concrete pry-out failure
( VRd,cp )
Eq. (5.6)
Eq. (5.2)
Eq. (5.2a)
Eq. (5.2c)
Eq. (5.2d)
Eq. (5.2e)
VRk,cp γMc VRd,cp VSd βV,cp
kN kN kN %
46.69 1.50 31.12 8.33 26.8
βV,cp
Anchor no. % Group N° Decisive Beta
1 26.8 1 βV,cp;1
Concrete edge failure
( VRd,c )
Eq. (5.7)
Eq. (5.7a)
Eq. (5.7b/c)
Eq. (5.7e)
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.
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C-FIX 1.70.0.0
Database version
2018.7.25.7.42
Date
30/07/2018
Eq. (5.7f)
Eq. (5.7g)
Eq. (5.7h)
VRk,c γMc VRd,c VSd βV,c
kN kN kN %
19.14 1.50 12.76 9.24 72.4
βV,c
Anchor no. % Group N° Decisive Beta
1, 2 72.4 1 βV,c;1
Most decisive result from tension and shear loads.
Tension loads Utilisation βN Shear Loads Utilisation βV
% %
Steel failure * 4.9 Steel failure without lever arm * 34.0
Pullout failure * 9.0 Concrete pry-out failure 26.8
Concrete cone failure 14.1 Concrete edge failure 72.4
* Most unfavourable anchor
Resistance of the most decisive combined loads.
Eq. (5.8a)
Proof successful Eq. (5.8b)
Eq. (5.9)
Non decisive load cases.
# NSd VSd,x VSd,y MSd,x MSd,y MT,Sd Type of loading βN βV β
kN kN kN kNm kNm kNm % % %
2 1.74 3.45 -0.32 0.00 0.00 0.00 Static or quasi-static 37.22 54.54 62.98
3 0.69 3.38 -0.33 0.00 0.00 0.00 Static or quasi-static 14.76 53.51 44.81
4 0.65 4.22 -0.28 0.00 0.00 0.00 Static or quasi-static 13.90 66.20 59.04
5 0.54 2.64 -0.38 0.00 0.00 0.00 Static or quasi-static 11.55 42.35 31.49
6 0.32 1.58 -0.39 0.00 0.00 0.00 Static or quasi-static 6.84 26.09 15.12
7 0.32 1.58 -0.39 0.00 0.00 0.00 Static or quasi-static 6.84 26.09 15.12
8 0.39 2.01 -0.32 0.00 0.00 0.00 Static or quasi-static 8.34 32.38 20.84
9 0.54 2.60 -0.26 0.00 0.00 0.00 Static or quasi-static 11.55 41.19 30.36
10 0.08 1.65 -0.15 0.00 0.00 0.00 Static or quasi-static 1.71 26.07 13.53
11 0.02 1.44 0.08 0.00 0.00 0.00 Static or quasi-static 0.43 21.79 10.20
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.
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C-FIX 1.70.0.0
Database version
2018.7.25.7.42
Date
30/07/2018
Information concerning the anchor plate
Base plate details
Plate thickness specified by user without proof t = 20 mm
Profile type Customized profile
Technical remarks
All data and information in the software is based on fischer products and common engineering knowledge. Please
check all the proof results against local valid standards and approvals.
As fischer is not the design office, the attached is no guarantee for incorrect input or assumptions. Any
recommendations have to be approved by the building-authority or project engineer. Results are valid only for
anchor system calculated in the attached. If any part of the system is changed, it will invalidate this report and new
calculations would be required.
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 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.
Technical remarks for the calculation of multiple load cases
The calcualtion was done based on the input of several load cases. The software is determining the decisive load case for
the fixing itself. This can be varify to the general decisive load case in the structure. Every result has to be checked by the
design engineer and varified with the calculation of the structure.
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.
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C-FIX 1.70.0.0
Database version
2018.7.25.7.42
Date
30/07/2018
Installation data
Anchor
Anchor system fischer Bolt anchor FAZ II
Anchor Bolt anchor FAZ II 12/10, zinc Art.-No. 95419
plated steel
Accessories Blow-out pump ABG big Art.-No. 89300
Hammer drill bit SDS Plus IV Art.-No. 504144
12/100/160
Installation details
Thread diameter M 12
Drill hole diameter d0 = 12 mm
Drill hole depth h2 = 94 mm
Anchorage depth hef = 50 mm
Drilling method hammer drilling
Drill hole cleaning only blow out by hand
Installation type Push-through installation
Annular gap Annular gap not filled
Installation torque Tinst = 60.0 Nm
Socket size 19 mm
Base plate thickness t = 20 mm
Grout thickness g ≤ 5 mm
Total fixing thickness tfix ≤ 25 mm
Tfix,max tfix, max = 30 mm
Base plate details
Base plate material Not available
Base plate thickness t = 20 mm
Clearance hole in base df=14 mm
plate
Attachment
Profile type Customized profile
Profile dimensions mm
Height 20
Width 120
Anchor coordinates
x y
Anchor no. mm mm
1 -75 115
2 75 115
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 8
