Rebar Anchorage

EN 1992-1-1
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Design Parameters

1. Material & Bond
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2. Geometry Factors
3. Confinement & Lapping
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Top 250mm Zone A: Poor Zone B: Good Direction of Concreting ↑
Bond Conditions (η1)
Straight (α1=1.0) Hook/Bend (α1=0.7) cd > 3φ l0
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
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