HALFEN HCC Column Shoe

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HALFEN COLUMN SHOECONCRETEHCC 09-E

HALFEN COLUMN SHOE S YS TEMIntroductionThe better solution for connecting precast columnsHALFEN HCC column shoe combinedwith HALFEN HAB Anchor boltsHCC ColumnshoeHAB AnchorboltsThese days, there‘s a significantly moreeconomical way to assemble precastcolumns. The new HALFEN HCCColumn shoe provides a convenientsolution for connection to foundationsor for linking columns together.One advantage of the prefabricatedsystem with screw connection is itsrapid assembly. The connection issimple to adjust and immediately loadbearing. This means no assemblybraces are necessary and crane occupancy is optimised.The system comprises the HCCColumn shoe and the respective HABAnchor bolts for the anchoring base.The principle: The column shoes areset into the precast columns, the anchor bolts into the foundation on site,using a template. During assembly, theelements are connected together mechanically using nuts.In the final step the remaining recessesand the foot of the column are filledwith low-shrink seal mortar.Column connection, designed for normalforce and bending moment loads.Application Arrangement in the columnSquare columnHighly stressedsquare columnRectangular column Fitting the HALFEN HAB AnchorboltsThe anchor bolts must be fittedexactly according to the positionand arrangement specified in thedesign drawings.The use of a fitting template isrecommended to ensure that theanchor bolts are exactly locatedaccording to dimensions; andto prevent displacement duringconcreting and compacting. Fitting the HALFEN HCC Columnshoes. Fixing sets for fixing the column shoes in the concrete formworkare available as accessories page 12. Mounting the precast columnsAdjust vertically, align, screw tight,cast the joint page 13.Round columnFitting templates page 13.ConcreteHCC Column shoeHAB Anchor boltDimensioning software for structural design and type selection pages 4-52 2009 HALFEN HCC 09 E www.halfen.com

HALFEN COLUMN SHOE S YS TEMColumn shoe combinations, product variantsSpecial forms such as bent or angled anchor bolts areavailable on request.HCCColumn shoe page 6lHHCC Column shoe, combined with single HAB Anchor boltsHeaded anchor bolt page 8dBRxxHAB-SlHAB-HBar anchor page 10dBRyyHAB-S Bar anchors, special forms e.g. angled, bentHCC-M Column shoe, combined with multiple HAB Anchor boltsHCC - MColumn shoe page 7HAB - MHHAB - MSxlHSpecial forms such as bent or angled anchor bolts are availableon request.Headed anchor bolt page 9lxdBRyBar anchor page 11dBRdBRyHAB - MS Bar anchors, special forms e.g. angled, bent 2009 HALFEN HCC 09 E www.halfen.com3

HALFEN COLUMN SHOE S YS TEMDimensioning sof twareHCC Column shoes, HAB Anchor boltsA user-friendly software is available for the selection anddimensioning of the required HAB Anchor bolts andHCC Column shoes. It allows the calculation of the loads ofthe HALFEN HCC Column shoes for both the conditions during assembly and the final state.With the help of the module for double bending combinedwith axial force the maximum load on the column shoe isdetermined. The software also calculates the anchoring ofthe HAB Anchor bolts according to the official approvals. Theselection of the anchor diameter can be effected automatically or by preselection.Start windowScreen for entering data about position, dimensions of thestructural members, edge distances and the concretestrengths, of the column and the foundation. During theinput the appropriate auxiliary texts are displayed in thestatus bar.Geometry and materialInput screen to consider impacts during assembly, with thefollowing options:automatic calculation with wind load and dead load;calculation with input of the applicable loads.Impacts in the state of assembly4 2009 HALFEN HCC 09 E www.halfen.com

HALFEN COLUMN SHOE S YS TEMDimensioning sof twareHCC Column shoes, HAB Anchor boltsAll impacts for the load case ‘final state’ can be entered here.The load cases for design loads can be defined individually.Alternatively 2 input assistants are available, which are usefulfor generating any combination of permanent and variableloads or for any load cases, which can be defined fully out oflimits.Impacts in the final stateThe total number of anchor bolts and the arrangement withinthe bolt group can be chosen as well as the type of anchorbolt. Additional concrete cover can be set. The load groupcan be preselected or determined by the software.Arrangement and type of HALFEN anchor boltsAfter completion of the calculation, the status for all values isdisplayed individually. The results can be checked on screen.The position of the neutral line is displayed. Of course thedetailed results, and a parts list for the whole project can beprinted on any common printer.Results 2009 HALFEN HCC 09 E www.halfen.com5

HALFEN COLUMN SHOE S YS TEMColumn shoeColumn shoe type HCCHALFEN HCC Column shoeHALFEN Column shoes type HCC are connection parts to form rigid column connectionsand joints. The rigid connection is effective both during assembly and in the final state.The internal forces which occur are passed into the anchorage base by the HALFENAnchor bolts HAB-H (headed anchor bolts) or HAB-S (straight anchor bolts).Type selection HCCB CDExKØTIafHCC 16 – 6400000180871355030112271530050105HCC 20 – 83000002909514250301173020450501153.8HCC 24 – 9050000310010615050301233525550501305.8HCC 30 –1100000041151191885030150403580050150 11.0HCC 39 –1450000051451572456037195554590050165 26.5BÂfSuitable anchor bolts:Tad3Design valuetensile stressNRd,sK [kN]Max.eccentricity assemblytolerancee[mm]HAB-S1661.7 5HAB-S2096.3 5HAB-H24HAB-S24138.7 5HCC 30 –1100HAB-H30HAB-S30220.4 5HCC 39 –1450HAB-H39HAB-S39383.4 8Item nameHCC d3– L Type [mm] – [mm]2.3Assembly tolerance eLoad bearing capacity HCCxWeight[kg/piece]Dimensions, fitting measurements [mm]lLItem nameArticle no.HCC d3– L Type [mm] – tHCC 16 – 640HAB-H16HCC 20 – 830HAB-H20HCC 24 – 905ColumnshoeAnchorboltØE for column concrete C30/37 acc. to type test certificate. Additional reinforcement and execution ofthe lap-over joint for column reinforcement page 12CE'D Length L for good anchorage conditions (incl.1.0 fbd, VB I). Also available for poor anchorageconditions on request (incl. 0.7 fbd ). Dimension B corresponds to the height of the recess body page 12.Combination with anchor boltHCC Column shoeHAB - HAnchor bolt Page 86When designing the column connection, the basic conditions of type test certificate no. 03.30(for HCC and HCC-M) and approvals Z-21.5-1761 (for HAB-H) and Z.21.5-1758 (for HAB-MH) must betaken into consideration.HALFEN provides the HCC dimensioning software as a working aid page 4-5.TECHNICAL CONSULTATIONHALFEN is represented with sales offices and distributors worldwide.Please contact us: www.halfen.com refer to catalogue rear cover.Materials, standardsBase plate,side platesS355J2, DIN EN 10025-2Reinforcement steelBSt 500S, DIN 488-1; (B 500 B) 2009 HALFEN HCC 09 E www.halfen.com

HALFEN COLUMN SHOE S YS TEMColumn shoeColumn shoe type HCC-MHALFEN HCC - M Column shoeHALFEN Column shoes type HCC-M are connecting parts to form rigid columnconnections for higher stressed construction members. The rigid connection is effectiveboth during assembly and in the final state. The internal forces which occur are passedinto the anchorage base by the HALFEN Anchor bolts HAB-MH (headed anchor bolts)or HAB-MS (straight anchor bolts).Item nameArticle no.HCC-M d3– L Type [mm] – [mm]0950.010-B CDExKØTIaHCC- M30 – 12000000612513422050301734545105050HCC-M36 – 16500000715515724560371955550100055165HCC-M39 – 16500000817517226760372105555100055185 40.5HCC-M45 – 20700000917520731760372466560146065195HCC-M52 – 22900001017523236660352807070145070240 95.0Weight[kg/piece]Dimensions, fitting measurements [mm]f165 18.529.069.0B3lLType selection HCC - Md3Load bearing capacity HCC - MaTfSuitable anchor bolts:Design valuetensile stressNRd,sHCC-M30 – 1200 HAB-MH30-(36) HAB-MS30-(36)299 4.5HCC-M36 – 1650 HAB-MH36wHAB-MS36436 9.5HCC-M39 – 1650HAB-MH39HAB-MS39520 8HCC-M45 – 2070HAB-MH45HAB-MS45696 10HCC-M52 – 2290HAB-MH52HAB-MS52937 9with headedanchor boltstraightanchor boltAssembly tolerance eColumnshoeAnchorboltxK [kN]Max.eccentricity assemblytolerancee[mm]Item nameHCC-M d3– L Type [mm] – [mm]ØE for column concrete C30/37 acc. to type test certificate.Additional reinforcement and execution of the lap-over joint for column reinforcement page 12CE'DCombination with anchor boltHCCColumn shoeHAB-MHAnchor bolt Page 9 2009 HALFEN HCC 09 E www.halfen.com Length L for good anchorage conditions (incl.1.0 fbd ). Also available for poor anchorage conditions on request (incl. 0.7 fbd ). Dimension B corresponds to the height of the recess body page 12.When designing the column connection, the basic conditions of type test certificate no. 03.30(for HCC and HCC-M) and approvals Z-21.5-1761 (for HAB-H) and Z.21.5-1758 (for HAB-MH) must betaken into consideration.HALFEN provides the HCC dimensioning software as a working aid page 4-5.TECHNICAL CONSULTATIONHALFEN is represented with sales offices and distributors worldwide.Please contact us: www.halfen.com refer to catalogue rear cover.Materials, StandardsBase plate,side platesS355J2, DIN EN 10025-2Reinforcement steel Bar diam. up to 28 mm: BSt 500S, DIN 488-1; (B 500 B) Bar diam. 32 and 40 mm: BSt 500S, acc. to general officialapproval; (B 500 B)7

HALFEN COLUMN SHOE S YS TEMAnchor boltsHeaded anchor bolt type HAB-HHALFEN HAB-H Anchor bolts,including 2 nuts 2 washersd3HALFEN Anchor bolts type HAB-H are made of reinforcement steel BSt 500S with rolledthread. Anchoring is achieved by the forged head (headed anchor bolt). The shallowinstallation depth required for the anchor bolts type HAB-H makes them particularlysuitable for anchoring work in large-area components such as foundations or walls withsufficiently large edge distances.l3Type selection HAB-HArticle no.LengthInstallationdepthThreadlengthAnchor bardiameterThreaddiameterHAB-H d3TYPE 035015032304.0HAB-H390000570053516540399.0lItem namel2d1Load bearing capacity HAB-HItem nameOrder example:Anchor bolt type HAB-H20article no. 0951.010-00002and the suitablecolumn shoe type HCC 20-830article no. epullcapacityHAB-H d3TYPE [mm]NRd,s [kN]VRd,s [kN]HAB-H1661.726BendingloadcapacityM0Rk,s [Nm]182To be observed:minimumcentrespacing s[mm]minimumedgedistance 0Weight Anchor bolt Column shoe for concrete C20/25 and applications in connection with HALFEN HCC Column shoe ( page 6)according to Approval Z-21.5-1761.Please enquire about load bearing features for other applications to our sales offices anddistributors worldwide. Please contact us: www.halfen.com refer to catalogue rear cover.Combination with column shoeThe proof of anchorage in concrete, must be produced according to approvalZ-21.5-1761 geometry and structure of the anchorage base taking into account.HALFEN provides the HCC software (current version) for dimensioning page 4-5.Materials, standardsHCC Column shoe page 6Anchor bolts Bar diam. d1 16 to 25 mm: reinforcement steel BSt 500S, DIN 488-1; (B 500 B) Bar diam. d1 32 mm: reinforcement steel BSt 500S, acc. to general officialapproval; (B 500 B)Hexagon nutsStrength grade 8, DIN EN 20898-2WashersS355J0, DIN EN 10025-2HAB-HAnchor bolt8 2009 HALFEN HCC 09 E www.halfen.com

HALFEN COLUMN SHOE S YS TEMAnchor boltsHeaded anchor bolt type HAB-MHHALFEN HAB-MH Anchor bolts,including 2 nuts 2 washersd3HALFEN Anchor bolts type HAB-MH are made from 2 to 4 headed reinforcement barswhich are factory welded to a threaded high-strength steel stud. The shallow installation depth required for the anchor bolts type HAB-MH makes them particularly suitablefor anchoring work in large-area components such as foundations or walls with suffi ciently large edge distances.l3Type selection HAB-MHArticle no.LengthInstallationdepthThreadlengthHAB-MH d3TYPE H3600004HAB-MH3900005HAB-MH45HAB-MH52Item namel2ld1Threaddiameterl3[mm]No. anddiam. anch.barsd1[mm]d3[mm][kg/piece]5751654, Ø 20369.57555751654, Ø 203610.08806951853, Ø 253913.0000069807851954, Ø 254519.00000711609002404, Ø 325234.5Load bearing capacity HAB-MHItem nameAnchor arrangement:3-fold4-foldOrder example:Anchor bolt type HAB-MH36article no. 0951.030-00004and the suitable column shoetype HCC-M36-1650article no. 0950.010-00007Combination with column ityBendingloadcapacityHAB-MH d3TYPE [mm]NRd,s [kN]VRd,s [kN]HAB-MH30-(36)436*235*3160*M0Rk,s[Nm] To be observed:Weight Anchor bolt Column shoeminimum minimumcentreedgespacing s distance 69980280180 for concrete C20/25 and applications in connection with HALFEN HCC-M Column shoe ( page 7)according to approval Z-21.5-1758.* Values for bolts as HAB-MH36Please enquire about load bearing features for other applications to our sales offices anddistributors worldwide. Please contact us: www.halfen.com refer to catalogue rear cover.The proof of anchorage in concrete, must be produced according to ApprovalZ-21.5-1758 geometry and structure of the anchorage base taking into account.HALFEN provides the HCC software (current version) for dimensioning page 4-5.Materials, standardsHCC-MColumn shoe page 7HAB-MHAnchor Bolt 2009 HALFEN HCC 09 E www.halfen.comAnchor bolts Bar diam. d1 16 to 25 mm: reinforcement steel BSt 500S, DIN 488-1; (B 500 B) Bar diam. d1 32: reinforcement steel BSt 500S, acc. to general official approval; (B 500 B)Threaded componentHigh strength steel, e.g. Imacro M acc. to material specification sheet MS ImacroØ 36, Ø 39, Ø 45, Ø 52Hexagon nutsStrength grade 10, DIN EN 20898-2WashersS355J0, DIN EN 10025-29

HALFEN COLUMN SHOE S YS TEMAnchor boltsStraight anchor bolt type HAB-SHALFEN Anchor bolts type HAB-S are made of reinforcement steel grade BSt 500S withrolled thread. Anchorage is made by overlapping joint or anchoring according toreinforced concrete standards, enabling minimum centre spacings and edge distances.HAB-S Anchor bolts are also available with bent or angled end on request.l3HALFEN HAB-S Anchor bolt,including 2 nutsd3 2 washersType selection HAB-SItem nameHAB-S d3TYPE [mm]LengthInstallationdepthThreadlengthAnchor B-S390000519801815165403920.5l2ld1Article no.Load bearing capacity HAB-HItem ityBendingloadcapacityHAB-S d3TYPE [mm]NRd,s [kN]VRd,s [kN]M0Rk,s 617HAB-S30220.4921237HAB-S39383.41602778Anchorage acc. toDIN 1045-1 or EC2Order example: for concrete C20/25 and applications in connection with HALFEN HCC Column shoe ( page 6).Anchor bolt Type HAB-S20article no. 0951.020-00002and the suitablecolumn shoe Type HCC 20-830article no. 0950.010-00002Please enquire about load bearing features for other applications to our sales offices anddistributors worldwide. Please contact us: www.halfen.com refer to catalogue rear cover.Combination with column shoeHCCColumn shoe page 6HALFEN provides the dimensioning software HCC as a working aid for the anchorageproof in concrete using straight bar ends, see pages 4-5.Materials, standardsAnchor bolts Bar diam. d1 16 to 25 mm: reinforcement steel BSt 500S, DIN 488-1; (B 500 B) Bar diam. d1 32 mm: reinforcement steel BSt 500S, acc. to general official approval; (B 500 B)Hexagon nutsStrength grade 8, DIN EN 20898-2WashersS355J0, DIN EN 10025-2HAB-SAnchor bolt10 2009 HALFEN HCC 09 E www.halfen.com

HALFEN COLUMN SHOE S YS TEMAnchor boltsStraight anchor bolt type HAB - MSHALFEN HAB-MS Anchor bolt,including 2 nuts 2 washersd3HALFEN HAB-MS Anchor bolts are made from 2 to 4 ribbed reinforcement bars whichare factory welded to a threaded high-strength steel stud. The anchorage is made byoverlapping joint or anchoring according to the reinforced concrete standards. Thisenables minimum centre spacings and edge distances. HAB-MS Anchor bolts are alsoavailable with bent or angled bars on request.l3Type selection HAB-MSArticle no.LengthInstallationdepthThreadlengthHAB-MS d3TYPE -MS5200007Item nameld1Threaddiameterl3[mm]No. anddiam. anch.barsd1[mm]Weightd3[mm][kg/piece]1654, Ø 203615.512651654, Ø 203616.014151853, Ø 253921.0180016051954, Ø 254531.5191016702404, Ø 325252.0l2Load bearing capacity HAB-MSAnchorarrangement:3-fold4-foldCombination with column shoeItem ityBendingloadcapacityHAB-MS d3TYPE [mm]NRd,s [kN]VRd,s [kN]M0Rk,s 80Anchorage acc. toDIN 1045-1 or EC2 for concrete C20/25 and applications in connection with HALFEN Column shoe HCC-M ( page 7).* Values for bolts as HAB-MS36Please enquire about load bearing features for other applications to our sales offices anddistributors worldwide. Please contact us: www.halfen.com refer to catalogue rear cover.HALFEN provides the dimensioning software HCC as a working aid for the anchorageproof in concrete using straight bar ends, see pages 4-5.Materials, standardsHCC-MColumn shoe page 7HAB-MSAnchor bolt 2009 HALFEN HCC 09 E www.halfen.comAnchor bolts Bar diam. d1 16 to 25 mm: reinforcement steel BSt 500S, DIN 488-1; (B 500 B) Bar diam. d1 32: reinforcement steel BSt 500S, acc. to general official approval;(B 500 B)ThreadedcomponentHigh strength steel, e.g. Imacro M acc. to material specification sheet MS ImacroØ 36, Ø 39, Ø 45, Ø 52Hexagon nutsStrength grade 10, DIN EN 20898-2WashersS355J0, DIN EN 10025-211

HALFEN COLUMN SHOE S YS TEMApplicationFitting the HCC Column shoes into the formworkarticle no.Fixing set 'HCC-Fix'suitable for HCC type:HCC-FixHCC-FixHCC-FixHCC-FixColumn formworkThread M16Fixing set ‘HCC-Fix’ forfastening the column shoesto the concrete 0416202430HCC-Fix type 39/M36/M3900005HCC-Fix type M30HCC-Fix type M45HCC-Fix type M52000060000700008for corner A1Recess formersarticle no.HCC A1 und HCC A2suitable for HCC type: 0952.010HCC - A . - 1600001HCC - A . - 2000002HCC - A . - 2400003HCC - A . - 3000004HCC - A . - 3900005HCC - A . - M3000006HCC - A . - M3600007HCC - A . - M3900008HCC - A . - M4500009HCC - A . - M5200010Order example: Fixing set 'HCC-Fix' type 16Order no. 0952.090-00001Recess former forcolumn corner HCC-A1Recess former forcolumn edge HCC-A2Order example: Recess former type HCC-A2-16Order no. 0952.020-00001for edge A2article 80000900010Additional reinforcement exampleSection A - A LS ls (EC2) or lü (DIN 1045)LS !LS Recesses andmortar joint haveto be grouted with !seal mortar. E.g. HALFEN HLB-MIX Column concreteStirrup for column shoe HCC Column shoeStirrup in the joint areaStirrup for column shoe barLongitudinal reinforcement inthe corner areaAdditional stirrups in the column shoe area Column shoe Anchor boltAF Alternative 2Anchor bolttype HAB-Sor HAB-MSe.g. in the floorslabAlternative 1Anchor bolttype HAB-Hor HAB-MHe.g. in the foundationColumn12 Stirrup Stirrup HCC - 16HAB-H16 / HAB-S161Ø8Ø81Ø8HCC - 20HAB-H20 / HAB-S201 Ø 10Ø 101 Ø 10HCC - 24HAB-H24 / HAB-S241 Ø 10Ø 101 Ø 10HCC - 30HAB-H30 / HAB-S301 Ø 12Ø 121 Ø 12HCC - 39HAB-H39 / HAB-S392 Ø 12Ø 122 Ø 12HCC -M30HAB MH30-(36)/HAB MS30-(36) 2 Ø 10Ø 102 Ø 10HCC -M36HAB-MH36/HAB-MS362 Ø 12Ø 122 Ø 12HCC -M39HAB-MH39/HAB-MS392 Ø 12Ø 122 Ø 12HCC -M45HAB-MH45/HAB-MS453 Ø 12Ø 123 Ø 12HCC -M52HAB-MH52/HAB-MS523 Ø 12Ø 123 Ø 12 2009 HALFEN HCC 09 E www.halfen.com

HALFEN COLUMN SHOE S YS TEMApplicationInstalling HAB Anchor boltsEinbauschabloneFitting templateThe most practical way to fit the HAB Anchor bolts into the concrete formwork isthe use of a fitting template. The template is used to screw the individual boltsinto the concrete formwork at the same height with the 2 nuts and washersprovided, they are then aligned correctly to axis and vertically, and securedagainst displacement during the concreting process.The template is reusable. Fitting template: Sturdy welded steelstructure: dimensions and number ofpositioning sleeves according to orderspecifications.ApplicationexampleAssembly capThe steel assembly cap protects thethread of the anchor bolt fromdamage during assembly.d3Assembly capsItem nameHCC-MKA – 16HCC-MKA – 20HCC-MKA – 24HCC-MKA – 30HCC-MKA – 36HCC-MKA – 39HCC-MKA – 45HCC-MKA – 52 Assembly capsuitable to d3[mm]1620243036394552article 8Installing the precast columnColumnFoundationColumn: Attach the columnshoe to the head plateof the formwork.Foundation: Fit the anchor boltsinto the foundationformwork using thetemplate. Remove the template,insert the assembly plates,put the assembly caps inplace. Set the column down.Remove the assembly caps,screw the top nuts with thewashers onto the anchorbolts. Adjust and calibrate thecolumn. Tighten the nuts. A definedturning moment is notrequired. 2009 HALFEN HCC 09 E www.halfen.com This filling process can take The column is connectedplace via a casting pipeforce-locked with theinserting into the column orfoundation (assembly state).a casting pocket on the The dimensions of theconcrete formwork.recesses allow the use ofring type slugging wrenches. The joint mortar has to befilled at one side only in order The foot of the column andto guarantee complete andthe recesses must be filledeven casting without anywith low-shrink seal mortarhollow spaces.e.g. HALFEN HLB-MIXaccording to the mortarmanufacturer‘s specification. Mortar strength at leastcolumn concrete strength.13

HALFEN COLUMN SHOE S YS TEMApplicationApplication examplesCoupling of precast reinforced concrete columnsHALFEN HCC Column shoes are also used for continuouscolumns which can be prepared as precast parts independently from the floors. The precast reinforced concrete columns are one storey high, the connection between thecolumns is rigid using HALFEN Column shoes and anchorbolts.PrecastreinforcedconcretecolumnFilling the joint at column base with seal mortarHCC Column shoeIn-situ concreteorpartly precastconcrete slabHAB Anchor boltPrecastreinforcedconcretecolumnFilling pipeHCC Column shoeSurfaceof slabHAB Anchor boltFill the mortarjoint usinglow-shrinkseal mortarIn-situ concreteorpartly precastconcrete slabPrecastreinforcedconcretecolumnColumnconcrete grade C30/37HCC Column shoeFoundationHAB Anchor boltFoundationconcrete grade C20/2514The mortar joint under the column is made of low-shrinkseal mortar of at least the same strength class as the concrete column. The full final load bearing capacity is onlygiven if this casting process is followed.HALFEN seal mortar HLB-MIX is available in 25 kg bags.article no. 0058.060-00001 2009 HALFEN HCC 09 E www.halfen.com

HALFEN COLUMN SHOE S YS TEMApplicationOn the construction site: fast and safe assembly using the HALFEN Column shoe systemThe anchor bolts are cast in into the foundation at the exactposition, using a fitting template, and . . . . . the column can be set up directly on the foundation,once the concrete is cured.The concrete columns, fitted with the HALFEN Column shoes,are supplied to the site ready-to-assemble.HALFEN Column shoes ensure an efficient installationprocess, . . . . . structurally efficient connections, and . . . . . interfering assembly braces are redundant. 2009 HALFEN HCC 09 E www.halfen.com15

C on t a ct H ALF E N W ORLDWIDEHALFEN is represented by subsidiaries in the following 14 countries, please contact us:AustriaHALFEN Gesellschaft m.b.H.Leonard-Bernstein-Str. 101220 WienPhone: 43 - 1 - 259 6770E-Mail: office@halfen.atInternet: www.halfen.atFax: 43 - 1 - 259 - 6770 99Belgium/LuxembourgHALFEN N.V.Borkelstraat 1312900 SchotenPhone: 32 - 3 - 658 07 20E-Mail: info@halfen.beInternet: www.halfen.beFax: 32 - 3 - 658 15 33ChinaHALFEN Construction Accessories Distribution Co.Ltd.Room 601 Tower D, Vantone CentreNo.A6 Chao Yang Men Wai StreetChaoyang DistrictBeijing · P.R. China 100020Phone: 86 - 10 5907 3200E-Mail: info@halfen.comInternet: www.halfen.cnFax: 86 - 10 5907 3218Czech RepublicHALFEN-DEHA s.r.o.K Vypichu 986 · Komerčni zóna Rudná, hala 625219 RudnáPhone: 420 - 311 - 690 060E-Mail: info@halfen-deha.czInternet: www.halfen-deha.czFax: 420 - 311 - 671 416FranceHALFEN S.A.S.18, rue Goubet75019 ParisPhone: 33 - 1 - 445231 00E-Mail: halfen@halfen.frInternet: www.halfen.frFax: GermanyHALFEN Vertriebsgesellschaft mbHKatzbergstraße 340764 LangenfeldPhone: 49 - 2173 - 970 0E-Mail: info@halfen.deInternet: www.halfen.deFax: 49 - 2173 - 970 225ItalyHALFEN S.r.l. Soc. UnipersonaleVia F.lli Bronzetti N 2824124 BergamoPhone: 39 - 035 - 0760711E-Mail: info@halfen.itInternet: www.halfen.itFax: NetherlandsHALFEN b.v.Postbus 17620 AA BornePhone: 31 - 074 - 267 14 49E-Mail: info@halfen.nlInternet: www.halfen.nlFax: 31 - 074 - 267 26 59NorwayHALFEN-FRIMEDA ASPostboks 20804095 StavangerPhone: 47 - 51 82 34 00E-Mail: post@halfen.noInternet: www.halfen.noFax: 47 - 51 82 34 01PolandHALFEN Sp. z o.o.Ul. Obornicka 28760-691 PoznanPhone: 48 - 61 - 622 14 14E-Mail: info@halfen.plInternet: www.halfen.plFax: 48 - 61 - 622 14 15SpainHALFEN S.L.c/ Fuente de la Mora 2, 2 D28050 MadridPhone: 34 - 91 - 632 18 40E-Mail: info@halfen.esInternet: www.halfen.esFax: 34 - 91 - 633 42 57SwedenHalfen ABBox 150435 23 MölnlyckePhone: 46 - 31 - 98 58 00E-Mail: info@halfen.seInternet: www.halfen.seFax: 46 - 31 - 98 58 01SwitzerlandHALFEN Swiss AGHertistrasse 258304 WallisellenPhone: 41 - 44 - 849 78 78E-Mail: mail@halfen.chInternet: www.halfen.chFax: 41 - 44 - 849 78 79United Kingdom /IrelandHALFEN Ltd.Humphrys Road · Woodside EstateDunstable LU5 4TPPhone: 44 - 1582 - 47 03 00E-Mail: info@halfen.co.ukInternet: www.halfen.co.ukFax: 44 - 1582 - 47 03 04 33 - 1 - 445231 52New ZealandExclusive distributorPDF 09/11Ancon Building Products98 Kurrajong Avenue · Mount DruittSydney NSW 2770Phone:E-Mail:Web: 61 - 2 - 8808 3100info@ancon.com.auwww.ancon.com.auFax: 61 - 2 - 9675 3390Ancon Building Products2/19 Nuttall Drive · HillsboroughChristchurch 8022Phone:E-Mail:Web: 64 - 3 - 376 5205info@ancon.co.nzwww.ancon.co.nzFax: 64 - 3 - 376 5206notES REGaRDInG tHIS CataLoGUEtechnical and design changes reserved. The information in this publication is based on state-of-the-art technology at the time ofpublication. We reserve the right to make technical and design changes at any time. HALFEN GmbH shall not accept liability for theaccuracy of the information in this publication or for any printing errors.The quality management system deployed by HALFEN GmbH is ISo 9001:2008, certified for the sites in Germany, France,Switzerland, Poland, Czech Republic and Austria, with certificate no. QS-281 HH.R - 077 - E - 06/09 Furthermore HALFEN is represented with sales offices and distributors worldwide. Please contact us: www.halfen.comAustraliaExclusive distributor 2011 Halfen GmbH, Germanyapplies also to copying in extracts. 39 - 035 - 0760799

HALFEN COLUMN SHOE SYSTEM Column shoe HALFEN HCC Column shoe HALFEN Column shoes type HCC are connection parts to form rigid column connections and joints. The rigid connection is eff ective both during assembly and in the fi nal state. The internal forces which occur are passed into the anchorage base by the HALFEN

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HCC Respondus version 2.00.6.00 April 5, 2020 Page 6 of 6 Log in to HCC Respondus Canvas. How to take an HCC assessment. 12. To log in, enter your full HCC email address in the format W HCC id number@student.hccs.edu and your HCC password 13. Navigate to your HCC course and select the assessment. If required, follow the directions

halfen cast-in channels (or similar) 40 halfen hot rolled channels 40 halfen cold formed channels 40 halfen channels with toothed lips 40 applications for halfen cast-in channels 41 halfen shear dowel system 42 hgc grip connector 43 bartec steel reinforcing couplers 44 splicin

HS/HSR/HZS bolts for correct installation of HALFEN T-head bolts. Filling removal Installation of T-head bolts 4.4.2 Fixing from above to the reinforcement, using the HALFEN ChanClip Attach the HALFEN ChanClip to the HALFEN Channel, the ribbed pin on the ChanClip must be pushed into one of the nail holes in the HALFEN Channel.

HALFEN Bolts for Cast-in channels A combination of channels and the tried and tested HALFEN Bolts provide maximum reliability The solution for high loads: Hot-rolled Cast-in channels for guide rails HALFEN Channels HTA-CE hot-rolled, smooth HALFEN Channels HZA hot-rolled, toothed Facili

HALFEN Bolts Note: The T-head bolts used for HALFEN Channels must show the manufacturers marking ”H” or ”HALFEN”. The use of any other bolts is not admissible. Groove marking: HALFEN bolts are marked with grooves at their threaded end, fi rst to identify the bolt (HS-bolts have

For appropriate application of HALFEN T-head bolts see bolt instructions HS/HSR/HZS! Filling removal Application of T-head bolts 4.4.2 Fixing from above to the reinforcement, using HALFEN ChanClip Attach the HALFEN ChanClip to the HALFEN Channel, the ribbed pin of the ChanClip must be pushed into one

Aronson, E., Wilson, T. D., Akert, R. M., & Sommers, S. R. (2016). Social psychology (9th ed.). Upper Saddle River, NJ: Pearson Education. American Psychological Association (2010). Publication manual of the American Psychological Association (6th ed.). Washington, D.C.: American Psychological Association. Course Learning Outcomes: The primary objective of the course is to provide you with a .