m geneRal InfoRmaTIon e CH PB-Pro Heavy Duty Anchor ...

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GeneRal InfoRMaTIon

secTIon conTenTsGeneral Information

Installation Information

Design Information

Material Information

ordering Information

assembly

Hex HeadWasher

Distance sleeve

cone nut

compression Ring

expansion sleeve

Retainer nut

VeRsIonsHex Head

carbon steel

appRoVals• eTa-13/0060

geneRal InfoRmaTIon

PB-ProHeavy Duty Anchor

ProDUCt DeSCriPtion

The Pb-PRo is a heavy duty, torque controlled, sleeve style anchor for high load capacities in tension and shear. It is easy to install and its design ensures a tight and reliable connection. The wide range of available Pb-PRo anchor sizes covers all common capacity demands. The internal bolt is removable after installation, making the Pb-PRo suitable for temporary applications.

General aPPliCationS anD USeS

featUreS anD BenefitS

•High load capacity

•excellent performance in tension and shear

•anchor can be removed after installation

aPProValS anD liStinGS

ETAG 001 Option 1 F120

loaDinG ConDitionS

STATIC QUASI-STATIC

SUitaBle BaSe materialS

DEWALT DESIGN ASSISTReal-Time anchor Design software

www.DeWalTdesignassist.com

www.DEWALT.com/anchors 29

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inStallation Data

notation Unitpb-pRo

m8 m10 m12 m16

anchor diameter d [mm] 12 15 18 24

nominal drill bit diameter d0 [mm] 12 15 18 24

Diameter of hole clearance in fixture df [mm] 14 17 20 26

effective embedment depth hef [mm] 60 70 80 100

Drill hole depth for hef h1 [mm] 95 110 125 155

Minimum member thickness hmin [mm] 120 140 160 200

Minimum spacing smin [mm] 65 65 100 130

corresponding edge distance for c ≥ [mm] 140 150 220 240

Minimum edge distance cmin [mm] 80 100 120 140

corresponding spacing for s ≥ [mm] 140 180 220 230

Installation torque Tinst [nm] 30 45 90 130

Torque wrench socket size sw [mm] 13 17 19 24

hmin

hef

do

df

Sw

Tinst

h1

tfix

inStallation inStrUCtionS

1.) Using the proper drill bit size, drill a hole into the base material to the required depth.

2.) Remove dust and debris from the hole using a hand pump or compressed air.

3.) Drive the anchor into the hole at least to the minimum required embedment depth.

4.) Tighten the anchor with a torque wrench by applying the required installation torque Tinst.

for complete installation instructions, see technical approval.

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DesIgn InfoRmaTIon

tenSion loaD CaPaCitieS - ParameterS for CalCUlation of DeSiGn StrenGtHAccording to ETAG 001 Annex C Method A.

notation Unitpb-pRo

m8 m10 m12 m16

steel failure

characteristic resistance nRk,s [kn] 29.3 46.4 67.4 125.6

Partial safety factor gMs [-] 1.5

pullout failure

Cracked concrete

characteristic resistance nRk,p [kn] 12 16 20 30

Partial safety factor gMp

1) [-] 1.52)

Uncracked concrete

characteristic resistance nRk,p [kn] 12 25 30 35

Partial safety factor gMp

1) [-] 1.52)

Increasing factor for concrete strength

c30/37 cc [-] 1.22

c40/50 cc [-] 1.41

c50/60 cc [-] 1.55

concrete failure

Concrete cone failure

characteristic spacing scr,n [mm] 180 210 240 300

characteristic edge distance ccr,n [mm] 90 105 120 150

Partial safety factor gMc

1) [-] 1.52)

Splitting failure

characteristic spacing scr,sp [mm] 300 350 400 500

characteristic edge distance ccr,sp [mm] 150 175 200 250

Partial safety factor gMsp

1) [-] 1.52)

Increasing factor for concrete strength

c30/37 cc [-] 1.22

c40/50 cc [-] 1.41

c50/60 cc [-] 1.55

1) In absence of other national regulations

2) Partial safety factor of g2 = 1.0 is included

DEWALT DESIGN ASSIST

The DeWalT Design assist is a powerful anchor design software which helps you to design simple and complex anchorages.The design data of all DeWalT anchor products is readily available. To download this software for free, go to www.DeWalTdesignassist.com


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rSSHear loaD CaPaCitieS - ParameterS for CalCUlation of DeSiGn StrenGtH

According to ETAG 001 Annex C Method A.

notation Unitpb-pRo

m8 m10 m12 m16

steel failure

Steel failure without lever arm

characteristic resistance VRk,s [kn] 32.7 53.6 76.6 89.8

Partial safety factor gMs

1) [-] 1.25

Steel failure with lever arm (bending)

characteristic resistance M0Rk,s [nm] 30.0 59.8 104.8 266.4

Partial safety factor gMs

1) [-] 1.25

concrete failure

Pry-out failure

factor in equation (5.6) of eTaG 001 annex c k [-] 2 2 2 2


1) [-] 1.52)

Edge failure

effective length of anchor for hef lf [mm] 60 70 80 100

outside diameter of anchor dnom [mm] 12 15 18 24


1) [-] 1.52)

1) In absence of other national regulations

2) Partial safety factor of g2 = 1.0 is included

PreCalCUlateD tenSion anD SHear CaPaCitieS According to ETAG 001 Annex C Method A.

•Thefollowingtablesaremeanttogivethedesigneraidinthepreliminarydesignprocess.Noresponsibilityistakenforthecorrectness of these data.

•ThegivenvaluesarevalidfornormalconcreteC20/25andstatic/quasi-staticloadswiththeexactdimensionalinformationgiven. for any other conditions, the use of DDa is recommended.

•Thevaluesinthetablesbelowaredesignlevelloads.Thisassumesasafetyfactorisincludedbothontheloading and the resistance.

•Forcrackedconcrete,splittingfailureisnotconsideredassumingthatareinforcementispresentwhichlimitsthecrackwidthto 0.3 mm.

•Forfurtherdetailsandbackgroundinformationpleaseseetheintroductionofthismanual.

N

V

F

sh

c

m8 c20/25

anchoring located far from any edge anchoring located close to an edge

embedment depth hef [mm] 60

Member thickness h [mm] 120

edge distance c [mm] - - - - - 80 80 80 80 80

anchor spacing s [mm] - 65 180 65 180 - 140 180 140 180

nRd [kn] 8.0 15.2 16.0 20.7 32.0 8.0 16.0 16.0 32.0 32.0

fRd45° [kn] 10.0 17.2 20.0 23.4 40.0 6.2 10.8 11.4 13.5 14.5

VRd [kn] 22.3 30.4 44.6 41.3 89.2 6.7 10.5 11.6 10.5 11.6

nRd [kn] 8.0 16.0 16.0 28.9 32.0 8.0 15.1 16.0 24.3 29.4

fRd45° [kn] 10.4 19.7 20.8 32.7 41.6 7.3 12.7 13.8 15.7 17.9

VRd [kn] 26.2 42.5 52.3 57.9 104.6 9.4 14.9 16.4 14.9 16.4

n - steel strengths controls n - concrete strength controls n - anchor pullout strength controls



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m10 c20/25






nRd [kn] 10.7 18.4 21.3 24.1 42.7 10.7 21.3 21.3 42.7 42.7

fRd45° [kn] 13.1 20.8 26.2 27.3 52.5 8.4 14.8 15.3 18.5 19.4

VRd [kn] 28.1 36.8 56.2 48.2 112.4 9.2 14.7 15.6 14.7 15.6

nRd [kn] 16.7 25.8 33.3 33.7 66.7 13.5 20.4 21.6 33.8 38.0

fRd45° [kn] 19.9 29.2 39.7 38.2 79.5 11.2 17.5 18.5 21.8 23.7

VRd [kn] 39.4 51.5 78.7 67.5 157.4 13.0 20.7 22.0 20.7 22.0


m12 c20/25






nRd [kn] 13.3 24.3 26.7 34.5 53.3 13.3 26.7 26.7 53.3 53.3

fRd45° [kn] 16.3 27.5 32.6 39.0 65.2 10.7 19.0 19.4 24.1 24.7

VRd [kn] 34.3 48.7 68.7 68.9 137.4 12.0 19.3 20.0 19.3 20.0

nRd [kn] 20.0 34.1 40.0 48.3 80.0 16.9 26.2 27.1 44.3 47.4

fRd45° [kn] 24.0 38.5 47.9 54.6 95.9 14.4 22.7 23.5 28.7 30.0

VRd [kn] 48.1 68.1 96.2 96.5 192.3 16.9 27.3 28.2 27.3 28.2


m16 c20/25






nRd [kn] 20.0 34.4 40.0 49.3 80.0 20.0 40.0 40.0 72.0 80.0

fRd45° [kn] 24.0 38.9 47.9 55.8 95.8 15.4 26.5 28.2 32.1 35.6

VRd [kn] 48.0 68.8 96.0 98.6 192.0 16.6 25.6 28.4 25.6 28.4

nRd [kn] 23.3 46.7 46.7 69.0 93.3 22.7 33.2 36.4 52.8 64.4

fRd45° [kn] 29.4 53.3 58.8 78.1 117.6 19.6 29.4 32.4 36.4 41.9

VRd [kn] 67.2 96.3 134.4 138.1 268.8 23.4 36.2 40.1 36.2 40.1





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material SPeCifiCation

4

3

12

56

7

part no. Designation material protection

1 Threaded bolt c-steel grade 8.8 Zinc plated 5 µm

2 Washer steel Property class 8.8 acc. to en Iso 7093 Zinc plated 5 µm

3 Distance sleeve c-steel Zinc plated 5 µm

4 compression ring Plastic element HDPe -

5 expansion sleeve c-steel Zinc plated 5 µm

6 cone nut c-steel Zinc plated 5 µm

7 Retainer nut Plastic element HDPe -

oRDeRIng InfoRmaTIon

art. no. Type Diameter

[mm]length [mm]

box Qty.

carton Qty.

PB-PRO

PB-PRO-S Hex head heavy duty load anchor - zinc plated

DfM1220000 12-M8/10 Heavy duty load anchor - zinc plated M8 84 50 200













m geneRal InfoRmaTIon e CH PB-Pro Heavy Duty Anchor ...

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