11/25/2024 DesignFiX 3.5.9069.
11
Supplier: Klimas Sp. z o.o
ul. Wincentego 135/137 | 42-233 Mykanów, POLAND
Phone: +48 (34) 377 71 00, E-mail: export@wkret-met.com
Product: Klimas Sp. z o.o
LE-A4 - Material: A4
LE-A4-10095 - Item no. LE-A4-10095
Further products: See notes.
Design method: EN 1992-4:2018, method A
Approval: ETA-20/0641 | 12/28/2023
Base material: Cracked concrete C35/45
No or normal reinforcement / without edge reinforcement
Installation: Through-bolting | Hammer drilling | Annular gap not filled
Embedment depth: M10 , hef = 60 mm | Drill hole depth min. = 74 mm
Base plate: Rectangular 200 • 150 • 10
Profile: none selected
Load: Static / quasi-static | αsus = 0.60 | ψsus = 0.00
Units: Load [kN, kNm] | Dimensions [mm], * Not drawn to scale
The design results must be checked for plausibility and fulfill the conditions of local standards and approvals. Page 1 of 4
11/25/2024 DesignFiX 3.5.9069.11
Anchor forces [kN]: Concrete:
Anchor N V Vx Vy Max. compression 0.12 [‰]
1 11.45 1.07 0.00 1.07 Max. compressive 3.51 N/mm²
2 11.45 1.07 0.00 1.07 stress:
Resultant tension load: 22.91 kN
xZ / yZ: 0 / 0 mm
Resultant compression 2.91 kN
force:
xD / yD: 0 / 72 mm
Tension load
Steel failure
h
N Ed < N Rk,s / γ Ms
11.45 < 28.50 / 1.62 = 17.59 kN
Utilization: β N,s = 65.1%
Concrete cone failure
0 0
N Rk,c = N Rk,c · (A c,N / A c,N ) · ψ s,N · ψ re,N · ψ ec,N,x · ψ ec,N,y · ψ M,N
g
N Ed < N Rk,c / γ Mc
The fastening consists of one group.
Anchor no. 1, 2
N Rk,c = 21.17 · (56700 / 32400 ) · 1.000 · 1.000 · 1.000 · 1.000 · 1.000 = 37.05 kN
22.91 < 37.05 / 1.50 = 24.70 kN
Utilization: βN,c = 92.7%
Pull-out
According to ETA no pull-out proof is required!
Splitting
According to design method no splitting proof is required!
Shear loads
Steel Resistance (without lever arm)
h
V Ed < V Rk,s / γ Ms
1.07 < 20.30 / 1.35 = 15.04 kN
Utilization: β V,s = 7.1%
Concrete edge
0 0
V Rk,c = V Rk,c · (A c,V / A c,V ) · ψ s,V · ψ h,V · ψ α,V · ψ ec,V · ψ re,V
V Ed < V Rk,c / γ Mc
The design results must be checked for plausibility and fulfill the conditions of local standards and approvals. Page 2 of 4
11/25/2024 DesignFiX 3.5.9069.11
Rear edge +Y (c = 285 mm)
The fastening consists of one group.
Anchor no. 1, 2
V Rk,c = 66.32 · (148500 / 365513 ) · 1.000 · 1.688 · 1.000 · 1.000 · 1.000 = 45.49 kN
2.14 < 45.49 / 1.50 = 30.32
Utilization: βV,c = 7.1%
Concrete pry-out failure at the side opposite to load direction:
0 0
V Rk,cp = k · N Rk,c · (A c,N / A c,N ) · ψ s,N · ψ re,N · ψ ec,N,x · ψ ec,N,y
g
V Sd < V Rk,cp / γ Mcp
The fastening consists of one group.
Anchor no. 1, 2
V Rk,cp = 2.0 · 21.17 · (56700 / 32400 ) · 1.000 · 1.000 · 1.000 · 1.000 = 74.10 kN
2.14 < 74.10 / 1.50 = 49.40
Utilization: βV,cp = 4.3%
Interaction:
βN + βV < 1.2
0.927 + 0.071 = 0.998 < 1.2
Summary of the design results:
Failure mode Utilization
Tension load Steel failure 65.1%
Concrete failure 92.7%
Shear loads Steel failure 7.1%
Concrete edge 7.1%
Concrete pry-out failure at the side 4.3%
opposite to load direction
Interaction 83.2%
Proof of anchor was successful!
The design results must be checked for plausibility and fulfill the conditions of local standards and approvals. Page 3 of 4
11/25/2024 DesignFiX 3.5.9069.11
Notes:
The design results are based essentially on the conditions defined by the user of the software and on the data entered by
them. However, the end-user bears the sole responsibility for the absence of errors and their completeness. Furthermore,
the end-user is solely responsible for having the results of the calculation checked and cleared by an expert prior to using
them for the specific application. This is especially true with regard to the compliance with applicable standards and
approvals. DesignFiX serves only as an aid to interpret the standards and approvals without any guarantee to the
absence of errors. All conditions of the approval (ETA-20/0641) are to be observed.
As a pre-condition it is assumed that the anchor plate does not deform under the design actions. The DesignFiX anchor
plate design is based on a proof of stresses and does not allow a statement about the stiffness of the plate. The proof of
the necessary stiffness is not carried out by DesignFiX.
To ensure the structural component's capacity, the proofs in accordance with EN 1992-4:2018, Annex A must be
observed.
Products:
LE-A4-10095 - Item no. LE-A4-10095
LE-A4-10105 - Item no. LE-A4-10105
LE-A4-10115 - Item no. LE-A4-10115
LE-A4-10135 - Item no. LE-A4-10135
LE-A4-10155 - Item no. LE-A4-10155
The design results must be checked for plausibility and fulfill the conditions of local standards and approvals. Page 4 of 4
