apolomea baz(a4 hd hcr) eta10 0280 engl

of European Technical Approval ETA-10/0280

Apolo MEA Quick fix anchor

Apolo MEA Quick fix anchor after installation

Product and intended use

Annex 1

of EuropeanTechnical ApprovalETA - 10 / 0280


Marking: Identifying mark: Anchor identity: Category:

Max. fixture thickness: Material:

Examples:

Marking: Identifying mark: Anchor identity: Category*1):

Thread size: Max. fixture thickness:f

Material*1):

Examples:

*1): Where applicable

SKAH (stainless steel)K (hot dip galvanized)1)

M8 … M16tfixHCR*1)

S-KA 10/20S-KAK 10/20S-KAH 10/20S-KAH 10/20 HCR

- zinc plated- hot dip galvanized- stainless steel A4- stainless steel HCR

BAZ:BAZ HD:BAZ A4:BAZ HCR:



Table 1a: Materials BAZ and BAZ HD

Partfyk

[N/mm²]fuk

[N/mm²]560 660475 560

2 - -

3 - -

4 - -

1) BAZ: Parts 1, 3 and 4 are zinc electroplated according to EN ISO 4042 ≥ 5μm and bright passivated.2) BAZ HD: Parts 1, 3 and 4 are hot dip galvanized according to EN ISO 10684.

Table 1b: Materials BAZ A4

Partfyk

[N/mm²]fuk

[N/mm²]

2 - -

3 - -

4 - -

Table 1c: Materials BAZ HCR

Partfyk

[N/mm²]fuk

[N/mm²]

2 - -

3 - -

4 - -

1

Designation

Bolt

Sleeve

Washer

Hexagonal Nut

M10 + M12M8 + M16

M8 - M16 Steel, electroplated, EN ISO 4032,grade 8

Diameters Material 1) 2)

M8 - M16

M8 - M16

Cold rolled galvanized steel strip, EN 10147

Steel, electroplated, EN ISO 7089

Cold forged steel, EN 10263-2

Designation Diameters Material

1 Bolt Cold forged stainl. steel, EN 10088-31.4578

M8 - M16 Stainless steel strip, EN 10088-21.4401 / 1.4404 / 1.4571

Washer M8 - M16 Stainless steel, EN ISO 70891.4401 / 1.4404 / 1.4571

530 600

Designation Diameters Material

Hexagonal Nut M8 - M16 Stainless steel, EN ISO 40321.4401 / 1.4404 / 1.4571 - grade 80

M8 - M16

Sleeve

1 Bolt M8 - M16 Cold forged stainl. steel, EN 10088-31.4529 / 1.4565 530 600

Sleeve M8 - M16 Stainless steel strip, EN 10088-21.4401 / 1.4404 / 1.4571

Washer M8 - M16 Stainless steel, EN ISO 70891.4529 / 1.4565

Hexagonal Nut M8 - M16 Stainless steel, EN ISO 40321.4529 / 1.4565 - grade 70

Materials

Annex 2





Table 2: Dimensions of the anchor

Expansion sleeve

Size L f dcf dnom lc ls s d1 d2 sw m[mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm]

M8 62…420 22...220 7,1 8 20,9 15,9 1,6 8,4 17,0 13,0 6,5

M10 82…420 37…215 9,0 10 25,7 17,9 2,0 10,5 21,0 17,0 8,0

M12 98…420 48…210 10,8 12 30,3 19,1 2,5 13,0 24,0 19,0 10,0

M16 118..420 60…202 14,6 16 38,1 26,3 3,0 17,0 30,0 24,0 13,0

Hexagonal nut

StudboltMain dimensions

12 / 0…..322

Anchor type

WasherConebolt

16 / 0…..302

10 / 0......338

8 / 0…....358

Dimensions of the anchor

Annex 3




Table 3: Installation data

Drill hole diameter d0 [mm] 8 10 12 16

Cutting diameter at the upper tolerance limit (maximum diameter bit)

dcut,max ≤ [mm] 8,45 10,45 12,5 16,5

Depth of drilled hole to deepest point h1 ≥ [mm] 60 75 90 110Effective anchorage depth hef [mm] 45 60 70 85

Diameter of clearance hole in the fixture df ≤ [mm] 9 12 14 18

Thickness of fixture tfix,min…max [mm] 0…358 0…338 0…322 0…302Width across flats SW [mm] 13 17 19 24

Required BAZ / BAZ HD 20 / 15 1) 35 50 120torque BAZ A4 / BAZ HCR 20 35 70 120

1) Installation torque for BAZ is 20 Nm and for BAZ HD 15 Nm

Table 4: Minimum thickness of concrete member, spacing and edge distance

Minimum thickness of concrete member hmin [mm] 100 120 140 170smin [mm] 50 55 60 70c ≥ [mm] 50 80 90 120cmin [mm] 50 50 55 85s ≥ [mm] 50 100 145 150

Intervalues may be interpolated linearly.

Tinst [Nm]

Minimum edge distance

M10 M12 M16

Minimum spacing

Apolo MEA Quick fix anchorAnchor size

M8

Anchor sizeApolo MEA Quick fix anchor

M16M8 M10 M12

Installation data,Minimum thickness of concrete member,

Spacing and edge distance

Annex 4




Table 5:

Steel failureCharacteristic resistance BAZ / BAZ HD NRk,s [kN] 13 26 38 69

Characteristic resistance BAZ A4 / BAZ HCR NRk,s [kN] 15 24 35 75

Partial safety factor γMs 1) [ - ]

Pull-out failure

NRk,p [kN] 9 16 20 35

C25/30

C30/37

C35/45

C40/50

C45/55

C50/60

Partial safety factor γMp 1) [ - ] 1,50 3)

Concrete cone failureEffective anchorage depth hef [mm] 45 60 70 85

Spacing scr,N [mm] 135 180 210 255

Edge distance ccr,N [mm] 68 90 105 128

Partial safety factor γMc 1) [ - ] 1,50 3)

Concrete splitting failureSpacing ( splitting ) scr,sp [mm] 180 240 280 340

Edge distance ( splitting ) ccr,sp [mm] 90 120 140 170

Partial safety factor γMsp 1) [ - ] 1,50 3)

1) In absence of other national regulations.2) The installation safety factor of γ2 = 1,2 is included.3) The installation safety factor of γ2 = 1,0 is included.

Table 6:

N [kN] 2,0 3,6 4,8 9,5 δN0 [mm] 0,3 0,6 0,6 0,7δN∞ [mm] 1,8 1,6 2,0 1,4


M8 M10 M12 M16

Displacements under tension loads

1,80 2)

M8Apolo MEA Quick fix anchor

1,20ΨCIncreasing factor for NRk,p

Characteristic resistance innon cracked concrete C20/25

Characteristic resistancein cracked concrete C20/25

1,80 2)

Cracked and non-cracked concreteC20/25 - C50/60

1,24

12 20NRk,p

1,80 2)

1,10

1,16

1,04

1,28

Design method A - Characteristic values for tension loads

[kN]

Anchor size

1,40

5 9

M16M10 M12

Design method A :Characteristic values for tension loads and displacements

Annex 5




Table 7:

Steel failure without lever arm

Characteristic resistance BAZ / BAZ HD VRk,s [kN] 10 18 23 44

Characteristic resistance BAZ A4 / BAZ HCR VRk,s [kN] 11 17 25 47


Steel failure with lever arm

Characteristic resistance BAZ / BAZ HD M0Rk,s [Nm] 21 48 72 186

Characteristic resistance BAZ A4 / BAZ HCR M0Rk,s [Nm] 22 45 79 200


Concrete pryout failure

Factor in equation ( 5.6 ) of

ETAG Annex C, § 5.2.3.3

Partial safety factor γMc 1) [ - ]

Concrete edge failure

Effective length of anchor under shear load lf [mm] 45 60 70 85

Outside diameter of anchor dnom [mm] 8 10 12 16

Partial safety factor γMc 1)

[ - ]1) In absence of other national regulations.

Table 8:

V [kN] 5,7 10,3 13,1 25,1

δV0 [mm] 1,7 1,7 2,4 3,2

δV∞ [mm] 2,6 2,6 3,6 4,8

Cracked and non-cracked concreteC20/25 - C50/60


M8 M10 M12 M16

1,40

M8 M10 M12

2

Design method A - Characteristic values for shear loads


M16

1,50

1,50

Displacements under shear loads

Cracked concrete with straight edge reinforcement > Ø12 mm

Cracked concrete with edge reinforcementand closely spaced stirrups (a ≤ 100mm)or non cracked concrete

Cracked concrete without any edge reinforcement

Ψucr,V [ - ]

1,00

1,20

k [ - ] 1

1,50

1,50

Annex 6



Design method A: Characteristic values for shear loads and displacements

Table 9:

R… [min] 30 60 90 120 30 60 90 120 30 60 90 120 30 60 90 120

BAZ / BAZ HD 1,3 0,7 0,4 0,3 2,3 1,3 0,8 0,5 3,6 2,0 1,3 0,9 5,3 3,0 1,8 1,3

BAZ A4 / BAZ HCR 5,7 3,9 2,0 1,1 9,1 6,1 3,2 1,8 13,2 8,9 4,7 2,6 24,5 16,6 8,7 4,8

NRk,p,fi [kN] 1,0 1,8 2,4 4,0

N0Rk,c,fi [kN] 2,0 4,0 5,9 9,6

scr,N [mm]

smin [mm]

ccr,N [mm]

In absence of other national regulations the partial safety factor for resistance under fire exposure γM,fi = 1,0 is recommended.

2,3 3,0 5,0

2,4 5,0 7,4 12,0

cmin [mm]

Spacing

Edge distance

cmin ≥ 300 mmcmin = 2 x hefFire attack from one side:

Fire attack from more than one side:

50 55 60

Characteristic resistance

4 x hef

2 x hef

70

Pull-out failure


Steel failure

M8 M10 M12 M16

of E

uropean Technical Approval E

TA-10/0280

1,3

Concrete cone failure

Design method A - Characteristic tension resistance in cracked and non-cracked C20/25 to C50/60under fire exposure

Fire resistance duration

Characteristic resistanceNRk,s,fi [kN]

Characteristic resistance

Characteristic values of tension load resistance

under fire exposure

Annex 7

of European

Technical Approval

ETA - 10 / 0280

Apolo M

EA Q

uick fix anchor

Table 10:

R… [min] 30 60 90 120 30 60 90 120 30 60 90 120 30 60 90 120

Steel failure without lever arm

BAZ / BAZ HD 1,3 0,7 0,4 0,3 2,3 1,3 0,8 0,5 3,6 2,0 1,3 0,9 5,3 3,0 1,8 1,3

BAZ A4 / BAZ HCR 5,7 3,9 2,0 1,1 9,1 6,1 3,2 1,8 13,2 8,9 4,7 2,6 24,5 16,6 8,7 4,8

Steel failure with lever arm

BAZ / BAZ HD 1,8 1,3 0,8 0,6 3,6 2,6 1,6 1,1 6,4 4,6 2,8 1,9 16,2 11,7 7,2 4,9

BAZ A4 / BAZ HCR 5,8 4,0 2,1 1,1 11,7 7,9 4,2 2,3 20,4 13,9 7,3 4,0 52,0 35,2 18,5 10,2

Concrete pryout failure

k [-]

V0Rk,cp,fi [kN] 2,0 8,0 11,8 19,2

Concrete edge failure

In absence of other national regulations the partial safety factor for resistance under fire exposure γM,fi = 1,0 is recommended.

of E

uropean Technical Approval E

TA-10/0280

Design method A - Characteristic shear resistance in cracked and non-cracked C20/25 to C50/60under fire exposure

Fire resistance duration

Characteristic resistanceVRk,s,fi [kN]

M8 M10 M12 M16

2,4 24,0


Factor in equation (5.6) ofETAG 001 Annex C, 5.2.3.3

Characteristic resistanceM0

Rk,s,fi [Nm]

1,0 2,0

The initial value V0Rk,c,fi of the characteristic resistance in concrete C20/25 to C50/60 under fire exposure may be determined by:

V0Rk,c,fi = 0,25 x V0

Rk,c (≤ R90) V0Rk,c,fi = 0,20 x V0

Rk,c (R120)with V0

Rk,c initial value of the characteristic resistance in cracked concrete C20/25 under normal temperature.

2,0 2,0

10,0 14,8Characteristic resistance

Characteristic values of shear load resistance

under fire exposure

Annex 8

of European

Technical Approval

ETA - 10 / 0280

Apolo M

EA Q

uick fix anchor

apolomea baz(a4 hd hcr) eta10 0280 engl

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