C FIX Gondola

7/24/2019 C FIX Gondola

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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



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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



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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


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)



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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


Resistance to combined tensile and shear loads

ErrorEq. (5.9a)

Eq. (5.9b)

Eq. (5.9c)



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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.



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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



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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



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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



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C FIX Gondola