C-FIX 1.115.0.

0
Database version
2023.3.28.8.8
Date
27/04/2023

MASONRY FIXINGS

Unit 83, Cherry Orchard Industrial

Estate
Dublin 10
Phone: +353 1 642 6700
Fax: +353 1 626 2197
technical@masonryfixings.ie
www.masonryfixings.ie

Design Specifications
Anchor
Anchor system fischer Injection system FIS V
Injection resin FIS V 360 S
Fixing element Threaded rod FIS A M 10 x 110,
zinc plated steel, Property Class 5.8
Calculated anchorage 50 mm
depth
Design Data Anchor design in Masonry according European Technical
Assessment ETA-10/0383 ,
Issued 07/07/2020

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 1.115.0.0
Database version
2023.3.28.8.8
Date
27/04/2023

Input data

Design method Design Method ETAG029

Base material Solid brick Mz, 2DF, 240x115x113, EN 771-1,
Compressive strength ≥ 10.0 N/mm², ≥ 1.8 kg/dm³,
Mortar strength M2.5 - M9, Joints visible and filled
Drilling method Hammer drilling or rotary drilling with carbide drill bit
Installation type Pre-positioned installation
Type of loading Permanent-Transient/Static
Sigma D σD = 1.0 N/mm²
Installation condition dry/dry
Base plate location Base plate flush installed on base material
Base plate geometry 90 mm x 250 mm x 10 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 0.00 0.00 1.00 0.00 0.00 0.00 Permanent-Transient/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 0.00 0.50 0.00 0.50
2 0.00 0.50 0.00 0.50

Resulting tensile actions : kN , X/Y position ( / )

Resulting compression actions : kN , X/Y position ( / )

Resistance to shear loads

Proof Action Capacity Utilisation βV
kN kN %
Steel failure without lever arm 1 0.50 12.00 4.2
Local brick failure single anchor 1 0.50 1.20 41.7
Local brick failure anchor group 1.00 2.40 41.7
1
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 1.115.0.0
Database version
2023.3.28.8.8
Date
27/04/2023

Steel failure without lever arm

(VRd,s)

VRk,s γM,s VRd,s VSd βV,s

kN kN kN %
15.00 1.25 12.00 0.50 4.2

Local brick failure single anchor

(VRd,b)

αj,V VRk,b γM,m VRd,b VSd βV,b

kN kN kN %
1.00 3.00 2.50 1.20 0.50 41.7

Local brick failure anchor group

g
(V Rd)

g g g
αj,V V Rk γM,m V Rd VSd β V,b
kN kN kN %
1.00 6.00 2.50 2.40 1.00 41.7

Resistance to combined tensile and shear loads

Proof successful Eq. C.5.8b

Information concerning the anchor plate

Base plate details
Plate thickness specified by user without proof t = 10 mm

Profile type Customized profile

Technical remarks
The transmission of the anchor loads to the support shall be shown for the ultimate limit state and the serviceability limit
state. For this purpose, the normal verifications shall be carried out under consideration of the actions introduced by the
anchors. For these verifications the 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
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 1.115.0.0
Database version
2023.3.28.8.8
Date
27/04/2023

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.

During the design process, the following hints and warnings were issued:

• Anchors have to be greater than ≥ 25 mm to the edge of the profile.

• In the current view a bottom edge is selected. Assuming this as joint from the masonry to the concrete slab we don't
do any calculation for edge failure in this case.

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 1.115.0.0
Database version
2023.3.28.8.8
Date
27/04/2023

Installation data
Anchor
Anchor system fischer Injection system FIS V
Injection resin FIS V 360 S (other cartridge sizes Art.-No. 94405
available)
Fixing element Threaded rod FIS A M 10 x 110, Art.-No. 90278
zinc plated steel, Property Class 5.8

Accessories FIS MR Plus Art.-No. 545853

Dispenser FIS DM S Art.-No. 511118
Blow-out pump ABG big Art.-No. 567792
Cleaning brush BS 12 Art.-No. 78179
SDS Plus-V II 12/110/160 Art.-No. 531803

Installation details
Thread diameter M 10
Drill hole diameter d0 = 12 mm
Drill hole depth h1 = 50 mm
Calculated anchorage hef = 50 mm
depth
Drilling method Hammer drilling or rotary drilling with
carbide drill bit
Installation type Pre-positioned installation
Maximum torque Tinst,max = 10.0 Nm
Socket size 17 mm
Socket size 17 mm
Base plate thickness t = 10 mm
Total fixing thickness tfix = 10 mm
Tfix,max

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 1.115.0.0
Database version
2023.3.28.8.8
Date
27/04/2023

Base plate details

Base plate material Not available
Base plate thickness t = 10 mm
Clearance hole in base df=12 mm
plate

Attachment
Profile type Customized profile

Profile dimensions mm
Height 100
Web thickness 0
Flange thickness 10

Anchor coordinates

x y
Anchor no. mm mm
1 0 90
2 0 -90

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