Civil / Samples / Cantilever Retaining Wall — 4m High
EN 1992-1-1 §9.6 · EN 1997 · Stem + Base

Cantilever Retaining Wall — 4m High

4m high cantilever retaining wall — stem tension reinforcement, base slab heel/toe bars, kicker detail.

~2.7 t Reinforcement
10 marks Bar marks
Stem + base slab Elements
EN 1992-1-1 Design code
Manual
~4 hours
FrameAI
3 minutes

Cantilever RC retaining wall to EN 1992-1-1 §9.6 with stem vertical bars, horizontal distribution bars, base slab heel and toe reinforcement, and kicker links. Ten bar marks covering H20 main stem bars through H10 kicker links. Slab check covers the 500mm base slab under 200kN/m equivalent retained earth pressure.

Diameter No. bars Weight (kg) Weight (t)
H10 264 168.8 0.169
H12 172 327.4 0.327
H16 224 1171.7 1.172
H20 144 1079.4 1.079
TOTAL 804 2747.3 2.747
Retaining wall EN 1992-1-1 §9.6 EN 1997 4m height
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