C-FIX 1.63.0.
0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Client Contractor fischer FZE
Shapoorji Pallonji ME Ramz Co
Eng. Shahbaz Alam Eng. Diaa Eldin Ahmed Jebel Ali Free Zone Warehouse No XB
Riyadh Riyadh 01
P.O. Box 261738 Dubai
shahbaz.alam@shapoorji.com diaa@ramzco.com
Enquiry@fischer.ae
www.fischer.ae
Design Specifications
Anchor
Anchor system fischer Injection system FIS V
Injection resin FIS V 360 S
Fixing element Threaded rod FTR M 10 x 165, zinc plated steel,
property class 5.8
Anchorage depth 100 mm
Design Data Specification by manufacturer
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.
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C-FIX 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Input data
Design method Design method ENSO Bonded
Base material Normal weight concrete, C40/50, EN 206
Concrete condition Cracked, dry hole
Temperature range 50 C long term temperature, 72 C short term temperature
Reinforcement No or standard reinforcement. No edge reinforcement. With
reinforcement against splitting
Drilling method hammer drilling
Installation type Push-through installation
Annular gap Annular gap filled
Type of loading Static or quasi-static
Base plate location Base plate flush installed on base material
Base plate geometry 180 mm x 180 mm x 12 mm
Profile type Square tube hot formed (QSH 40x3,2)
Design actions *
# NSd VSd,x VSd,y MSd,x MSd,y MT,Sd Type of loading
kN kN kN kNm kNm kNm
1 -1.20 11.30 4.50 0.28 -1.07 -0.72 Static or quasi-static
* The required partial safety factors for actions are included
Resulting anchor forces
Tensile action Shear Action Shear Action x Shear Action y
Anchor no. kN kN kN kN
1 0.56 5.47 4.63 2.93
2 4.00 4.67 4.63 -0.68
3 0.04 3.10 1.03 2.93
4 3.48 1.23 1.03 -0.68
max. concrete compressive strain : 0.13
max. concrete compressive stress : 4.5 N/mm
Resulting tensile actions : 8.07 kN , X/Y position ( 43 / 6 )
Resulting compression actions : 9.27 kN , X/Y position ( -78 / -25 )
Resistance to tension loads
Proof Action Capacity Utilisation N
kN kN %
Steel failure * 4.00 19.33 20.7
Combined pull-out and concrete cone failure 8.07 15.84 51.0
Concrete cone failure 8.07 22.54 35.8
* Most unfavourable anchor
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Steel failure
( NRd,s )
Eq. (5.1)
NRk,s Ms NRd,s NSd N,s
kN kN kN %
29.00 1.50 19.33 4.00 20.7
N,s
Anchor no. % Group N Decisive Beta
1 2.9 1 N,s;1
2 20.7 2 N,s;2
3 0.2 3 N,s;3
4 18.0 4 N,s;4
Combined pull-out and concrete cone failure
( NRd,p )
Eq. (5.2)
Eq. (5.2a)
Eq. (5.2c)
Eq. (5.2d)
Eq. (5.2e)
Eq. (5.2f)
Eq. (5.2g)
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Eq. (5.2h)
Eq. (5.2i)
NRk,p Mp NRd,p NSd N,p
kN kN kN %
23.76 1.50 15.84 8.07 51.0
N,p
Anchor no. % Group N Decisive Beta
1, 2, 3, 4 51.0 1 N,p;1
Concrete cone failure
( NRd,c )
Eq. (5.3)
Eq. (5.3a)
Eq. (5.3c)
Eq. (5.3d)
Eq. (5.3e)
NRk,c Mc NRd,c NSd N,c
kN kN kN %
33.81 1.50 22.54 8.07 35.8
N,c
Anchor no. % Group N Decisive Beta
1, 2, 3, 4 35.8 1 N,c;1
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Resistance to shear loads
Proof Action Capacity Utilisation V
kN kN %
Steel failure without lever arm * 5.47 11.60 47.2
Concrete pry-out failure 5.47 12.42 44.1
Concrete edge failure 9.70 28.98 33.5
* Most unfavourable anchor
Steel failure without lever arm
( VRd,s )
Eq. (5.5)
VRk,s Ms VRd,s VSd Vs
kN kN kN %
14.50 1.25 11.60 5.47 47.2
Vs
Anchor no. % Group N Decisive Beta
1 47.2 1 Vs;1
2 40.3 2 Vs;2
3 26.7 3 Vs;3
4 10.6 4 Vs;4
Concrete pry-out failure
( VRd,cp )
Eq. (5.7)
Eq. (5.2)
Eq. (5.2a)
Eq. (5.2e)
Eq. (5.2f)
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Eq. (5.2g)
Eq. (5.2h)
Eq. (5.2i)
VRk,cp Mcp VRd,cp VSd V,cp
kN kN kN %
18.63 1.50 12.42 5.47 44.1
V,cp
Anchor no. % Group N Decisive Beta
1 44.1 1 V,cp;1
Concrete edge failure
( VRd,c )
Eq. (5.8)
Eq. (5.8a)
Eq. (5.8b/c)
Eq. (5.8e)
Eq. (5.8f)
Eq. (10.2-5f)
Eq. (5.8h)
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
VRk,c Mc VRd,c VSd V,c
kN kN kN %
43.46 1.50 28.98 9.70 33.5
V,c
Anchor no. % Group N Decisive Beta
1, 2 33.5 1 V,c;1
3, 4 22.7 2 V,c;2
Utilization of tension and shear loads
Tension loads Utilisation N Shear Loads Utilisation V
% %
Steel failure * 20.7 Steel failure without lever arm * 47.2
Combined pull-out and concrete cone failure 51.0 Concrete pry-out failure 44.1
Concrete cone failure 35.8 Concrete edge failure 33.5
* Most unfavourable anchor
Resistance to combined tensile and shear loads
Utilisation steel
Eq. (5.9a)
Eq. (5.9b)
Eq. (5.10)
Utilisation concrete Proof successful
Eq. (5.9a)
Eq. (5.9b)
Eq. (5.9c)
Information concerning the anchor plate
Base plate details
Plate thickness specified by user without proof t = 12 mm
Profile type Square tube hot formed (QSH 40x3,2)
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 calculation was done under the assumption that a sufficient
splitting reinforcement is available. In this case the spliiting
failure can be omitted.
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
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
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.
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Installation data
Anchor
Anchor system fischer Injection system FIS V
Injection resin FIS V 360 S (other cartridge sizes Art.-No. 68435
available)
Fixing element Threaded rod FTR M 10 x 165, zinc Art.-No. 52248
plated steel, property class 5.8
Accessories Static mixer FIS MR red Art.-No. 96448
Dispenser FIS DM S Art.-No. 511118
Blow-out pump ABG big Art.-No. 89300
BSD 12 Art.-No. 1490
SDS chuck with internal thread Art.-No. 511961
Hammer drill bit SDS Plus IV Art.-No. 504145
12/150/210
Alternative cartdriges FIS V 410 C Art.-No. 77529
FIS V 950 S Art.-No. 17101
The shown cartdriges are
alternative to the highlighted
one above with the same approval
number.
Installation details
Thread diameter M 10
Drill hole diameter d0 = 12 mm
Drill hole depth h2 = 112 mm
Anchorage depth hef = 100 mm
Drilling method hammer drilling
Drill hole cleaning 4 times blowing,
4 times brushing,
4 times blowing
required activities according the
given instruction in the approval
Installation type Push-through installation
Annular gap Annular gap filled
Maximum torque Tinst,max = 20.0 Nm
Socket size 17 mm
Base plate thickness t = 12 mm
Total fixing thickness tfix = 12 mm
Tfix,max
Volume of resin per drill 8 ml/4 scale divisions
hole
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 1.63.0.0
Database version
2017.10.16.9.12
Date
04/12/2017
Khurayyif Center, DMM-KHBR HWY
Base plate details
Base plate material Not available
Base plate thickness t = 12 mm
Clearance hole in base df=14 mm
plate
Attachment
Profile type Square tube hot formed
(QSH 40x3,2)
Anchor coordinates
x y
Anchor no. mm mm
1 -50 50
2 50 50
3 -50 -50
4 50 -50
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 10
