870 43 13 Technical Documentation Sika AnchorFix -2 .
Technical DocumentationSika AnchorFix -2 TropicalProduct InformationSika Services AG
TABLE OF CONTENTSSika AnchorFix -2 Tropical3Installation Parameters of Threaded Bars5Installation Parameters of Reinforcing Bars Used as Anchors5Theoretical Number of Fixings Per Cartridge6Steel Failure Information - Threaded Bars7 Using Sika AnchorFix -2 Tropical with Threaded Bars8Tension load calculations for combined concrete cone & pullout failure at various embedment depths8Tension load calculations for combined concrete cone & pullout failure at 8d embedment depth9Tension load calculations for combined concrete cone & pullout failure at std embedment depth11Tension load calculations for combined concrete cone & pullout failure at 20d embedment depth13 Using Sika AnchorFix -2 Tropical with Threaded Bars15Tension load calculations for combined concrete cone & pullout failure at various embedment depths15Tension load calculations for combined concrete cone & pullout failure at std embedment depth18Tension load calculations for combined concrete cone & pullout failure at 20d embedment depth20 Using Sika AnchorFix -2 Tropical with Reinforcing Bars21Tension load calculations for combined concrete cone & pullout failure at various embedment depths22Tension load calculations for combined concrete cone & pullout failure at 8d embedment depth23Tension load calculations for combined concrete cone & pullout failure at std embedment depth25Tension load calculations for combined concrete cone & pullout failure at 20d embedment depth27Using Sika AnchorFix -2 Tropical with Post-installed Rebar Connections29Design bond strength values29Important Notes30Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 132/30
SIKA ANCHORFIX -2 TROPICALChemical ResistanceThe chemical mortar has undergone extensive chemical resistance testing. The results are summarised in the table below.Chemical EnvironmentConcentrationResultAqueous Solution Acetic Acid10% Acetone100% Aqueous Solution Aluminium ChlorideSaturated Aqueous Solution Aluminium Nitrate10% Ammonia Solution5% Jet Fuel100% Benzene100% Benzoic AcidSaturated Benzyl Alcohol100% Sodium Hypochlorite Solution5 - 15%CButyl Alcohol100%CCalcium Sulphate Aqueous SolutionSaturated Carbon MonoxideGas Carbon Tetrachloride100% Chlorine WaterSaturated Chloro Benzene100% Citric Acid Aqueous SolutionSaturated Cyclohexanol100% Diesel Fuel100% Diethylene Glycol100% Ethanol95%CEthanol Aqueous Solution20%CHeptane100% Hexane100%C10%15% Hydrochloric Acid25%CHydrogen Sulphide Gas100% Isoproyl Alcohol100%CLinseed Oil100%Lubricating Oil100%Mineral Oil100%Paraffin / Kerosene (Domestic)100%Phenol Aqueous Solution1%Phosphoric Acid50% Potassium Hydroxide10% / pH13CSea Water100%Styrene100%Sulphur Dioxide Solution10%Sulphur Dioxide (40 C)5% Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 133/30
50% Turpentine100%CWhite Spirit100%Xylene100% Sulphuric Acid10% Resistant to 75 C with at least 80% of physical properties retained.C Contact only to a maximum of 25 C. Not ResistantTechnical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 134/30
INSTALLATION PARAMETERS OF THREADED BARSSizeNominal drill hole 63035Diameter of cleaning brush dbdb[mm]1414202029294040Torque moment TinstTinst[Nm]10204080150200240275Depth of drill hole h0h0[mm]648096128160192216240Minimum edge distance cmincmin[mm]354050658096110120Minimum spacing sminsmin[mm]354050658096110120Minimum thickness of member hminhmin[mm]Depth of drill hole h0h0[mm]160200240320400480540600Minimum edge distance cmincmin[mm]80100120160200240270300Minimum spacing sminsmin[mm]80100120160200240270300Minimum thickness of member hminhmin[mm]hef,min 8dhef 30 mm 100 mmhef 2d0hef,max 20dhef 30 mm 100 mmhef 2d0INSTALLATION PARAMETERS OF REINFORCING BARS USED AS ANCHORSSizeNominal drill hole 0253240db[mm]14141922294042Depth of drill hole h0h0[mm]648096128160200256Minimum edge distance cmincmin[mm]3540506580100130Minimum spacing sminsmin[mm]3540506580100130Diameter of cleaning brush dbhef,min 8dTechnical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 135/30
Minimum thickness of member hminhmin[mm]hef 30 mm 100 mmhef 2d0Depth of drill hole h0h0[mm]160200240320400500640Minimum edge distance cmincmin[mm]80100120160200250320Minimum spacing sminsmin[mm]80100120160200250320Minimum thickness of member hminhmin[mm]hef,max 20dhef 30 mm 100 mmhef 2d0THEORETICAL NUMBER OF FIXINGS PER CARTRIDGEApplies to installations in solid substrates only300 ml410 mlCartridgeVolumeM8M10M12M16M20M24Drilling Ø10mmDrilling Ø12mmDrilling Ø14mmDrilling Ø18mmDrilling Ø22mmDrilling 8382312812d7143291595hefNote: Jobsite/contractor installations usually result in more resin being injected than the theoretical requirement resulting in lower number of fixings per cartridge. The reduction to the number offixings per cartridge in practice is greater for smaller diameter holes and shallower embedment depths.Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 136/30
STEEL FAILURE INFORMATION - THREADED BARSCharacteristic resistance values to tension loadSteel Failure - Characteristic resistanceSizeSteel grade 4.6NRk,s[kN]Partial safet y factor Ms[-]Steel grade 5.8NRk,s[kN]Partial safety factor Ms[-]Steel grade 931962823674492182942791.5Partial safety factor Ms[-]Steel grade 10.9NRk,s[kN]Partial safety factor Ms[-]Stainless steel grade A4-70NRk,s[kN]Partial safety factor Ms[-]Stainless steel grade A4-80NRk,s[kN]Partial safety factor Ms[-]Stainless steel grade 4224945478611651574Characteristic resistance values to shear loadSteel Failure - without lever armSizeSteel grade 4.8VRk,s[kN]Partial safety factor Ms[-]Steel grade 5.8VRk,s[kN]1.67Partial safety factor Ms[-]Steel grade 8.8VRk,s[kN]Partial safety factor Ms[-]Steel grade 10.9VRk,s[kN]Partial safety factor Ms[-]Stainless steel grade A4-70VRk,s[kN]Partial safety factor Ms[-]Stainless steel grade A4-80VRk,s[kN]Partial safety factor Ms[-]Stainless steel grade 1.4529VRk,s[kN]Partial safety factor 6152334631.33132030551.25Steel Failure - with lever armSizeSteel grade 4.8VRk,s[kN]Partial safety factor Ms[-]Steel grade 5.8VRk,s[kN]Partial safety factor Ms[-]Steel grade 8.8VRk,s[kN]Partial safety factor Ms[-]Steel grade 10.9VRk,s[kN]Partial safety factor Ms[-]Stainless steel grade A4-70VRk,s[kN]Partial safety factor .251.5026English/Sika Services AG/Translation templatetemplate for local adaption7/3016630Sika AnchorFix-2 Tropical870 43 13661.25Technical Documentation09 2016, 003752922331.56
Stainless steel grade A4-80VRk,s[kN]Partial safety factor Ms[-]3060105266Stainless steel grade 1.4529VRk,s[kN]Partial safety factor Ms[-]1.25 oncrete pryout failureFactor k from TR 029 Design of bonded anchors pt 5.2.3.3Partial safety factor2USING SIKA ANCHORFIX -2 TROPICAL WITH THREADED BARSCombined pullout and concrete cone failure in non-cracked concrete .55.5Characteristic bond resistance in non-cracked concreteCharacteristic bond resistance dry/wet concrete Partial safety factor Mc[N/mm2]Rk[-]1.82.1TENSION LOAD CALCULATIONS FOR COMBINED CONCRETE CONE & PULLOUTFAILURE AT VARIOUS EMBEDMENT DEPTHSusing threaded rods in dry / wet, uncracked, C20/25 concrete. Temperature range -40 C to 80 C.Anchor SizePropertySymbolEffective Embedment Depth hefmmN0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Effective Embedment Depth 10dhefmm80100120160200240270300N0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Effective Embedment Depth STDhefmm8090110128170210270300N0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Effective Embedment Depth 12dhefmm96120144192240288324360N0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Effective Embedment Depth 14dhefmm112140168224280336378420N0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Effective Embedment Depth 16dhefmm128160192256320384432480N0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Effective Embedment Depth 18dhefmm144180216288360432486540Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 138/3017.69 25.13 34.38 57.91 85.45 115.81 119.09 124.4122.12 31.42 42.98 72.38 106.81 144.76 148.86 155.5122.12 28.27 39.40 57.91 90.79 126.67 148.86 155.5126.54 37.70 51.57 86.86 128.18 173.72 178.64 186.6130.96 43.98 60.17 101.34 149.54 202.67 208.41 217.7135.39 50.27 68.76 115.81 170.90 231.62 238.18 248.81
N0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Effective Embedment Depth 20dhefmm160200240320400480540600N0Rk,pkN Mc-Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Partial Safety Factor39.81 56.55 77.36 130.29 192.27 260.58 267.96 279.9244.23 62.83 85.95 144.76 213.63 289.53 297.73 stic loads are valid for combined concrete cone and pullout failure as defined by TR029 only. All other failure modes, including steel failure, detailed in TR029 as well as includingcombined effects of tension and shear, must be considered in accordance with TR029.2.Characteristic loads are valid for single anchors without close edge, anchor spacing or eccentric loading considerations.3.Tabulated values are valid for temperature range -40 C to 80 C (Max LTT 50 C; Max STT 80 C).4.Tabulated values are only valid for the installation conditions stated. Other conditions, such as different temperature ranges, may affect the performance of the product.5. Long term temperatures are those that remain roughly constant over prolonged periods. Short term temperatures occur over brief intervals, eg: diurnal cycling.6. The compressive strength of the concrete (fck,cube ) is assumed to be 25 N/mm2 for C20/25 concrete.7. Tabulated values assume that the geometry of the anchor(s) and concrete member is sufficient to avoid splitting failure.TENSION LOAD CALCULATIONS FOR COMBINED CONCRETE CONE & PULLOUTFAILURE AT 8D EMBEDMENT DEPTHusing threaded rods in dry / wet, uncracked, C20/25 concrete. Temperature range -40 C to 80 C.PropertyNominal Anchor DiameterSymbolUnitdmmAnchor 8.006.505.50128160192216240Characteristic Bond Strength RkEffective Embedment DepthhefmmN0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Characteristic Anchor Spacing (Splitting stic Edge Distance (Splitting tic Anchor Spacing (Combined Concrete Cone and Pullout stic Edge Distance (Combined Concrete Cone and Pullout tic Load (Combined Concrete Cone and Pullout Failure)1.N/mm2 11.00 10.00 9.5064809617.69 25.13 34.38 57.91 85.45 115.81 119.09 124.41Characteristic loads are valid for combined concrete cone and pullout failure as defined by TR029 only. All other failure modes, including steel failure, detailed in TR029 as well as includingcombined effects of tension and shear, must be considered in accordance with TR029.2.Characteristic loads are valid for single anchors without close edge, anchor spacing or eccentric loading considerations.3.Tabulated values are valid for temperature range -40 C to 80 C (Max LTT 50 C; Max STT 80 C).4. Tabulated values are only valid for the installation conditions stated. Other conditions, such as different temperature ranges, may affect the performance of the product.5. Long term temperatures are those that remain roughly constant over prolonged periods. Short term temperatures occur over brief intervals, eg: diurnal cycling.6. The compressive strength of the concrete (fck,cube ) is assumed to be 25 N/mm2 for C20/25 concrete.7. Tabulated values assume that the geometry of the anchor(s) and concrete member is sufficient to avoid splitting failure.Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 139/30
Reduction factors for close edge:Reduction factors for anchor spacing:Combined concrete cone and pullout failureCombined concrete cone and pullout 80.920.95N/RAnchor .99N/RM30Anchor Spacing Distance, S (mm)Close Edge Distance, C (mm)Anchor abulated values are only applicable for instances where combinedconcrete cone and pullout failure is the controlling failure mode as described by TR029.All other failure modes must be considered and different reduction factors may apply.2.Tabulated values are based on a single anchor with a single close edge. Tabulatedvalues must not be used if multiple close edges exist.3.Anchors with geometry different to that defined in the above table must beconsidered separately and the tabulated values must not be used.4.Interpolation is allowed.5. Tabulated values assume that the geometry of the anchor(s) and concretemember is sufficient to avoid splitting failure.6. Close edge distances must exceed or be equal to the minimum close edgedistance (Cmin) as defined in the ETA.1.2.3.4.5.6.Tabulated values are only applicable for instances where combined concrete cone and pulloutfailure is the controlling failure mode as described by TR029. All other failure modes must beconsidered and different reduction factors may apply.Tabulated values are based on a group of 2 anchors with the geometry defined by “S” and“Scr,Np” but without close edge considerations.Anchors with geometry different to that defined in the above table must be consideredseparately and the tabulated values must not be used.Interpolation is allowed.Tabulated values assume that the geometry of the anchor(s) and concrete member is sufficientto avoid splitting failure.Anchor spacing distances must exceed or be equal to the minimum anchor spacing (S min ) asdefined in the ETA.Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 1310/30
TENSION LOAD CALCULATIONS FOR COMBINED CONCRETE CONE & PULLOUTFAILURE AT STD EMBEDMENT DEPTHusing threaded rods in dry / wet, uncracked, C20/25 concrete. Temperature range -40 C to 80 C.PropertySymbolNominal Anchor DiameterdAnchor 008.508.006.505.50128170210270300Characteristic Bond Strength RkEffective Embedment DepthhefmmN0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.801.802.102.10Characteristic Anchor Spacing (Splitting stic Edge Distance (Splitting stic Anchor Spacing (Combined Concrete Cone and Pullout stic Edge Distance (Combined Concrete Cone and Pullout tic Load (Combined Concrete Cone and Pullout Failure)1.2N/mm 11.00 10.00 9.50809011022.12 28.27 39.40 57.91 90.79 126.67 148.86 155.51Characteristic loads are valid for combined concrete cone and pullout failure as defined by TR029 only. All other failure modes, including steel failure, detailed in TR029 as well02Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 1311/30
Reduction factors for close edge:Combined concrete cone and pullout failureReduction factors for anchor spacing:Combined concrete cone and pullout .590.610.620.630.660.730.780.860.95N/RAnchor 3N/RM270.660.700.770.840.880.920.99N/RM30Anchor Spacing Distance, S (mm)Close Edge Distance, C (mm)Anchor Size0.690.760.830.870.900.970.98N/RTabulated values are only applicable for instances where combined concrete cone andpullout failure is the controlling failure mode as described by TR029. All other failuremodes must be considered and different reduction factors may apply.Tabulated values are based on a single anchor with a single close edge. Tabulatedvalues must not be used if multiple close edges exist.Anchors with geometry different to that defined in the above table must be consideredseparately and the tabulated values must not be used.Interpolation is allowed.Tabulated values assume that the geometry of the anchor(s) and concrete member issufficient to avoid splitting failure.Close edge distances must exceed or be equal to the minimum close edge distance(Cmin) as defined in the /Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption870 43 0.810.830.870.910.930.950.990.99N/RTabulated values are only applicable for instances where combined concrete cone andpullout failure is the controlling failure mode as described by TR029. All other failuremodes must be considered and different reduction factors may apply.Tabulated values are based on a group of 2 anchors with the geometry defined by “S”and “Scr,Np” but without close edge considerations.Anchors with geometry different to that defined in the above table must be consideredseparately and the tabulated values must not be used.Interpolation is allowed.Tabulated values assume that the geometry of the anchor(s) and concrete member issufficient to avoid splitting failure.Anchor spacing distances must exceed or be equal to the minimum anchor spacing(Smin) as defined in the ETA.Technical Documentation09 2016, 810.850.880.890.91N/R
TENSION LOAD CALCULATIONS FOR COMBINED CONCRETE CONE & PULLOUTFAILURE AT 20D EMBEDMENT DEPTHusing threaded rods in dry / wet, uncracked, C20/25 concrete. Temperature range -40 C to 80 C.PropertyNominal Anchor DiameterSymbolUnitdmmAnchor 8.006.505.50320400480540600Characteristic Bond Strength RkEffective Embedment DepthhefmmN0Rk,pkNPartial Safety Factor Mc-1.801.801.801.801.80Characteristic Anchor Spacing (Splitting Failure)Scr,spmm4806007209601200 1440 1620 1800Characteristic Edge Distance (Splitting stic Anchor Spacing (Combined Concrete Cone and Pullout stic Edge Distance (Combined Concrete Cone and Pullout tic Load (Combined Concrete Cone and Pullout Failure)1.2N/mm 11.00 10.00 9.5016020024044.23 62.83 85.95 144.76 213.63 289.53 297.73 311.021.80Characteristic loads are valid for combined concrete cone and pullout failure as defined by TR029 only. All other failure modes, including steel failure, detailed in TR029 as well as includingcombined effects of tension and shear, must be considered in accordance with TR029.Characteristic loads are valid for single anchors without close edge, anchor spacing or eccentric loading considerations.3.Tabulated values are valid for temperature range -40 C to 80 C (Max LTT 50 C; Max STT 80 C).4.Tabulated values are only valid for the installation conditions stated. Other conditions, such as different temperature ranges, may affect the performance of the product.5.Long term temperatures are those that remain roughly constant over prolonged periods. Short term temperatures occur over brief intervals, eg: diurnal cycling.6.The compressive strength of the concrete (fck,cube ) is assumed to be 25 N/mm2 for C20/25 concrete.7. Tabulated values assume that the geometry of the anchor(s) and concrete member is sufficient to avoid splitting failure.2.Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 1313/302.102.10
Reduction factors for close edge:Combined concrete cone and pullout failureReduction factors for anchor spacing:Combined concrete cone and pullout 2M16M20Anchor SizeM24M27M300.90N/RAnchor Spacing Distance, S (mm)Close Edge Distance, C (mm)Anchor 1.2.3.4.5.6.Tabulated values are only applicable for instances where combined concrete cone and pulloutfailure is the controlling failure mode as described by TR029. All other failure modes must beconsidered and different reduction factors may apply.Tabulated values are based on a single anchor with a single close edge. Tabulated values mustnot be used if multiple close edges exist.Anchors with geometry different to that defined in the above table must be consideredseparately and the tabulated values must not be used.Interpolation is allowed.Tabulated values assume that the geometry of the anchor(s) and concrete member is sufficientto avoid splitting failure.Close edge distances must exceed or be equal to the minimum close edge distance (C min) asdefined in the 70280300351400426450496503514English/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption870 43 RTabulated values are only applicable for instances where combined concrete cone andpullout failure is the controlling failure mode as described by TR029. All other failuremodes must be considered and different reduction factors may apply.Tabulated values are based on a group of 2 anchors with the geometry defined by “S”and “Scr,Np” but without close edge considerations.Anchors with geometry different to that defined in the above table must be consideredseparately and the tabulated values must not be used.Interpolation is allowed.Tabulated values assume that the geometry of the anchor(s) and concrete member issufficient to avoid splitting failure.Anchor spacing distances must exceed or be equal to the minimum anchor spacing(Smin) as defined in the ETA.Technical Documentation09 2016, 00M80.780.800.820.860.900.940.97N/R
USING SIKA ANCHORFIX -2 TROPICAL WITH THREADED BARSCombined pullout and concrete cone failure cracked concrete stic bond resistance in non-cracked concreteCharacteristic bond resistance dry/wet concrete Rk[N/mm2]Partial safety factor Mc[-]1.8TENSION LOAD CALCULATIONS FOR COMBINED CONCRETE CONE & PULLOUTFAILURE AT VARIOUS EMBEDMENT DEPTHSusing threaded rods in dry / wet, cracked, C20/25 concrete. Temperature range -40 C to 80 C.Anchor SizePropertySymbolEffective Embedment Depth 5718.1032.1745.2465.14Partial Safety Factor Mc-1.801.801.801.801.80Effective Embedment Depth 581.43Partial Safety Factor Mc-1.801.801.801.801.80Effective Embedment Depth 71.25Partial Safety Factor Mc-1.801.801.801.801.80Effective Embedment Depth 697.72Partial Safety Factor Mc-1.801.801.801.801.80Effective Embedment Depth 7114.00Partial Safety Factor Mc-1.801.801.801.801.80Effective Embedment Depth 8130.29Partial Safety Factor Mc-1.801.801.801.801.80Effective Embedment Depth ial Safety Factor Mc-1.801.801.801.801.80Effective Embedment Depth 20dhefmm200240320400480N0Rk,pkN31.4245.2480.42 Mc-1.801.801.80Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Characteristic Load (Combined Concrete Cone & Pullout Failure)Partial Safety Factor1.Characteristic loads are valid for combined concrete cone and pullout failure as defined by TR029 only. All other failure modes, including steel failure, detailed in TR029 as well as includingcombined effects of tension and shear, must be considered in accordance with TR029.2.Characteristic loads are valid for single anchors without close edge, anchor spacing or eccentric loading considerations.3.Tabulated values are valid for temperature range -40 C to 80 C (Max LTT 50 C; Max STT 80 C).4.Tabulated values are only valid for the installation conditions stated. Other conditions, such as different temperature ranges, may affect the performance of the product.5.Long term temperatures are those that remain roughly constant over prolonged periods. Short term temperatures occur over brief intervals, eg: diurnal cycling.6. The compressive strength of the concrete (fck,cube ) is assumed to be 25 N/mm2 for C20/25 concrete.7. Tabulated values assume that the geometry of the anchor(s) and concrete member is sufficient to avoid splitting failure.Technical DocumentationEnglish/Sika Services AG/Translation templateSika AnchorFix-2 Tropicaltemplate for local adaption09 2016, 00870 43 1315/30101.79 146.57113.10 162.861.801.80
TENSION LOAD CALCULATIONS FOR COMBINED CONCRETE CONE & PULLOUTFAILURE AT 8D EMBEDMENT DEPTHusing threaded rods in dry / wet, cracked, C20/25 concrete. Temperature range -40 C to 80 C.PropertyNominal Anchor DiameterSymboldAnchor 04.50Characteristic Bond Strength RkN/mmEffective Embedment 465.14Partial Safety Factor Mc-1.801.801.801.801.80Characteristic Anchor Spacing (Splitting Failure)Scr,spmm240288384480576Characteristic Edge Distance (Splitting Failure)Ccr,spmm120144192240288Characteristic Anchor Spacing (Combined Concrete Cone and Pullout Failure)Scr,Npmm163196261310372Characteristic Edge Distance (Combined Concrete Cone and Pullout Failure)Ccr,Npmm8298131155186Characteristic Load (Combined Concrete Cone and Pullout Failure)1.2Characteristic loads are valid for combined concrete cone and pullout failure as defined by TR029 only. All other failure modes, i
[-] 1.5 USING SIKA ANCHORFIX -2 TROPICAL WITH THREADED BARS Combined pullout and concrete cone failure in non-cracked concrete C20/25 Size M8 M10 M12 M16 M20 M24 M27 M30 Characteristic bond resistance in non-cracked concrete Characteristic bond resistance dry/wet concrete Rk [N/mm 2] 11 10 9.5 9.0 8.5 8.0 6.5 5.5
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This manual is designed to guide the accounting department through the procedures . 870.13 – ATM Processing Suspense Should always be zero ( 0) Refer to LPANEX2 870.16 – Debit Card Processing Suspense Should always be zero ( 0) Refer to LPANEX2 870.20 – Bi
