Ladder

Stress block — the ladder

One essay so far against this idea. A ladder is the distinct arguments that stand against one idea, and this one has room to grow.
  1. neutral axisC = 619 kNat βx = 62.4 mmf_cd = 17.0 MPaα = 0.8095 β = 0.4160η f_cd over λxλ = 0.832, η = 0.973same resultant, same position ⇒ same moment, to machine precisiona triangle would be -37% out, a full rectangle 20%

    Deliberately the wrong shape

    Concrete in compression follows a curve, and no design office has ever integrated it. Every code in the world replaces it with a rectangle of reduced depth and reduced intensity, and the answer is right to a fraction of a per cent — not because the shapes are similar, which they visibly are not, but because a bending calculation only ever asks a stress distribution two questions.

    rung 1 · sections

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