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fischer systems Asia Pte. Ltd.
150 Kampong Ampat #04-03 KA Centre368324 SingaporePhone: +65 62 85 22 07Fax: +65 62 85 83 [email protected]
Design Specifications
Anchor
Anchor system fischer Injection system FIS VTInjection resin FIS VT 380 CFixing element Threaded rod , zinc plated steel,FIS A M 16 x 250 8.8
property class 8.8Anchorage depth 192 mm
Design Data Specification by manufacturer, ENSO-Data see printout
Geometry / Loads / Scale units
mm, kN, kNm
Value of design actions (includingpartial safety factor for the load)
Not drawn to scale
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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Input data
Design method Design method ENSO BondedBase material Normal weight concrete, C45, BS 8110Concrete condition Non-cracked, dry holeTemperature range 24 C long term temperature, 40 C short term temperatureReinforcement Normal or no reinforcement. No edge reinforcementDrilling method Hammer drillingInstallation type Pre-positioned installationAnnular gap Annular gap not filledType of loading Static or quasi-staticBase plate location Base plate flush installed on base materialBase plate geometry 300 mm x 300 mm x 30 mmProfile type Customized profile
Design actions *
NSdkN
VSd,xkN
VSd,ykN
MSd,xkNm
MSd,ykNm
MT,SdkNm
0.00 24.00 0.00 0.00 86.00 1.00
* The required partial safety factors for actions are included
Resulting anchor forces
Anchor no.Tensile action
kNShear Action
kNShear Action x
kNShear Action y
kN
1 88.02 2.36 2.25 -0.68
2 0.00 2.36 2.25 0.68
3 88.02 2.84 2.75 -0.68
4 0.00 2.84 2.75 0.68
5 88.02 3.32 3.25 -0.68
6 0.00 3.32 3.25 0.68
7 88.02 3.81 3.75 -0.68
8 0.00 3.81 3.75 0.68
Force: Tension Compression
max. concrete compressive strain : 0.97 max. concrete compressive stress : 32.9 N/mmResulting tensile actions : 352.10 kN , X/Y position ( -118 / 0 )Resulting compression actions : 352.10 kN , X/Y position ( 126 / 0 )
Resistance to tension loads
Proof ActionkN
CapacitykN
Utilisation N%
Steel failure * 88.02 84.00 104.8
Combined pull-out and concrete cone failure 352.10 129.58 271.7
Concrete cone failure 352.10 141.86 248.2
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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* Most unfavourable anchor
Steel failure
(NRd,s)
NRk,skN
Ms NRd,skN
NSdkN
N,s%
126.00 1.50 84.00 88.02 104.8
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)
Eq. (5.2h)
Eq. (5.2i)
NRk,pkN
Mp NRd,pkN
NSdkN
N,p%
233.24 1.80 129.58 352.10 271.7
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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Concrete cone failure
(NRd,c)
Eq. (5.3)
Eq. (5.3a)
Eq. (5.3c)
Eq. (5.3d)
Eq. (5.3e)
NRk,ckN
Mc NRd,ckN
NSdkN
N,c%
255.36 1.80 141.86 352.10 248.2
Resistance to shear loads
Proof ActionkN
CapacitykN
Utilisation V%
*Steel failure without lever arm 3.81 50.40 7.6
Concrete pry-out failure 3.32 23.06 14.4
* Most unfavourable anchor
Steel failure without lever arm
(VRd,s)
VRk,skN
Ms VRd,skN
VSdkN
Vs%
63.00 1.25 50.40 3.81 7.6
Concrete pry-out failure
(VRd,cp)
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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Eq. (5.7a)
Eq. (5.3)
Eq. (5.3a)
Eq. (5.3c)
Eq. (5.3d)
Eq. (5.3e)
VRk,cpkN
Ms VRd,cpkN
VSdkN
V,cp%
34.60 1.50 23.06 3.32 14.4
Utilization of tension and shear loads
Tension loads Utilisation N%
Steel failure * 104.8
Combined pull-out and concrete cone failure 271.7
Concrete cone failure 248.2
Shear Loads Utilisation V
%
Steel failure without lever arm * 7.6
Concrete pry-out failure 14.4
* Most unfavourable anchor
Resistance to combined tensile and shear loads
ErrorEq. (5.9a)
Eq. (5.9b)
Eq. (5.9c)
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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Base plate thickness
Stress distribution pattern within theanchor plate
Base plate details
Anchor plate thickness t = 30 mmBase plate material S 275E-modulus E = 210,000 N/mmYield strength =Rp,0,2 275 N/mmSafety factor =M 1.1Poisson's ratio = 0.3Utilisation = 76 %
Profile type Customized profile
Technical remarks
All data and information in the software is based on fischer products and common engineering knowledge. Pleasecheck all the proof results against local valid standards and approvals. As fischer is not the design office, theattached is no guarantee for incorrect input or assumptions. Any recommendations have to be approved by thebuilding-authority or project engineer. Results are valid only for anchor system calculated in the attached. If anypart 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 andthe serviceability limit state; for this purpose, the normal verifications shall be carried out under due consideration of theactions introduced by the anchors. For these verifications the additional provisions given in the current design method shallbe taken into account.
As a pre-condition the anchor plate is assumed to be flat when subjected to the actions. Therefore, the plate must besufficiently stiff. The C-Fix anchor plate design is based on a proof of stresses and does not allow a statement aboutthe 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 30.0 mm to the edge of the profile.
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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Installation data
Anchor
Anchor system fischer Injection system FIS VTInjection resin FIS VT 380 C (other cartridge sizes
available)Art.-No. 59118
Fixing element Threaded rod ,zinc plated steel,
FIS A M 16 x 250 8.8property class 8.8
Art.-No. 517940
Accessory FIS Easy mixer Art.-No. 61223FIS Extension tube 9mm Art.-No. 48983Dispenser FIS AC Art.-No. 96497Compressed-air cleaning tool Art.-No. 93286compressed air (oil-free), min. 6 bar By job site.BSD 18 Art.-No. 1493
SDS chuck with internal thread Art.-No. 511961Hammer drill bit SDS Plus IV18/200/250
Art.-No. 504162
Installation details
Thread diameter M 16Drill hole diameter d0 = 18 mmDrill hole depth h1 = 192 mmAnchorage depth hef= 192 mmDrilling method Hammer drillingDrill hole cleaning 4 times blowing,
4 times brushing,4 times blowingrequired activities according thegiven instruction in the approval
Installation type Pre-positioned installationAnnular gap Annular gap not filledMaximum torque Tinst,max = 60.0 NmSocket size 24 mmBase plate thickness t = 30 mmTotal fixing thickness tfix = 30 mm
Volume of resin per drillhole
22 ml/11 scale divisions
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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Base plate detailsBase plate material S 275Base plate thickness t = 30 mmClearance hole in baseplate
df=18 mm
Attachment
Profile type Customized profile
Profile dimensions mm
Height 256
Width 146
Web thickness 6
Flange thickness 11
Anchor coordinates
Anchor no.x
mmy
mm
1 -118 120
2 102 120
3 -118 40
4 102 40
5 -118 -40
6 102 -40
7 -118 -120
8 102 -120
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.
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ENSO-Datasheet
Anchor
Injection resin FIS VT 380 CFixing element Threaded rod ,
zinc plated steel,FIS A M 16 x 250 8.8
property class 8.8
Characteristic resistances 1)
Characteristic resistance for steel failure under tension
Characteristic resistance 8.8 NRk,s kN 126.00
Partial safety factor Ms,N - 1.50
Characteristic bond strength for concrete C20/25 2)
Non-cracked Rk,ucr N/mm 11.5
Partial safety factor M,p - 1.80
Characteristic resistance for concrete cone failure and spalling 2)
Effective anchorage depth hef mm 192
Factor k for uncracked concrete kucr - 10.10
Characteristic distances for member thickness 1,000 mm
Partial safety factor M,c - 1.80
Characteristic resistance shear load without lever arm
Characteristic resistance 8.8 VRk,s kN 63.00
Partial safety factor Ms,V - 1.25
Characteristic resistance for pryout
Factor k for Pryout k - 2.00
Partial safety factor M,cp - 1.50
Minimum dimensions and measures
min. member thickness hmin mm 228
min. spacing smin mm 65
min. edge distance cmin mm 65
1) For all not listet parameters see ENSO-Design method.
2) Drilling method Hammer drilling
Drill hole condition dry hole
Temperature range 24 C long term temperature, 40 C short term temperature
C-FIX 1.15.0.3997Database version2015.10.7.11.26Date14/10/2015
The input values and the design results should be checked against local valid standards and approvals. Please respect the disclaimer of warranty inthe license agreement of the Software.