Tilt up Anchor

Lifting System for Flat Anchors

Tilt up anchor

Category	Reference	MWL*	A	B	C1	D	∅F1	∅F2	L
2T5	7003014200	1T4	20	14	55	6	15	15	200
2T5	7003025230	2T5	20	14	55	10	15	15	230
5T	7003040270	4T	22	18	70	12	18	20	270
5T	7003050290	5T	22	18	70	15	18	20	290
10T	7003075320	7T5	31	26	95	15	25	25	320
10T	7003100390	10T	31	26	95	20	25	25	390

*MWL : maximum working load Ribbed reinforcing steel Fe500 must be put into the notch of the tilt up anchor to avoid the split of the concrete at the time of the tilt up. The table below indicates the diameter (mm) and the total length (mm) of the ribbed reinforcing steel to use according to the concrete strength fc.

Concrete strength fc	Category 2T5		Category 5T		Category 10T
	1T4	2T5	4T	5T	7T5	10T
15 MPa	Ø10	Ø12	Ø14	Ø16	Ø20	Ø20
15 MPa	700	800	950	1000	1200	1500
15 MPa	Ø10	Ø12	Ø16	Ø16	Ø20	Ø25
15 MPa	560	640	760	800	960	1200
15 MPa	Ø10	Ø12	Ø16	Ø16	Ø20	Ø25
15 MPa	455	520	620	650	780	975

Installation sketch of the reinforcement:
The bending radius of the reinforcement must respect the rules of the BAEL 91.

Minimum center distance, edge distance for tilt up anchor

Category	MWL*	Length	Minimum center distance E1	Minimum thickness 2 x E2
		[mm]	[mm]	[mm]
2T5	1T4	200	700	100
2T5	2T5	300	800	120
5T	4T	270	950	140
5T	5T	290	1000	140
10T	7T5	320	1200	160
10T	10T	390	1200	200

Minimum thickness H
H = L + R + e

With
L: anchor length
R: cover of anchor head
e: concrete cover