Rebar Anchorage
EN 1992-1-1Design Parameters
1. Material & Bond
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2. Geometry Factors
3. Confinement & Lapping
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Bond Conditions (η₁)
Anchorage Methods
Design Bond Stress (fbd)
0.00 N/mm²
Basic Req. Length (lb,rqd)
0 mm
Anchorage Length (lbd)
0 mm
Lap Length (l0)
0 mm
Factor Breakdown (Click row for clause)
| Factor | Value | Clause / Note |
|---|---|---|
| η1 (Bond) | 1.0 | Good conditions |
| α1 (Shape) | 1.0 | Straight |
| α2 (Cover) | 1.0 | Normal cover (Cons.) |
| α3 (Confinement) | 1.0 | Conservative |
| α4 (Welded) | 1.0 | No welded bars |
| α5 (Pressure) | 1.0 | No pressure |
| α6 (Lap %) | 1.5 | > 50% Lapped |