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DESIGN AND DETAILING OF RETAINING WALLS
옹벽 설계
DR. IR. ERIZAL, MAGR.
DEPARTEMEN TEKNIK SIPIL DAN LINGKUNGAN
FAKULTAS TEKNOLOGI PERTANIAN
IPB
Behaviour or structural action
Curtailment of bars
Effective depth (d) is Proportional to h
Bending moment is proportional to h^3
Ast is α' to (BM/d) and is αl to h^2
i.e A_st1 / A_st2 = h1^2 / h2^2
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