Ladder

Shear truss analogy — 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. the cutcompression chordtension chordstirrups in blue, struts dashedz = 495cot θ = 2.5 · 8.3 stirrups crossed · V = 563 kN from 1047 mm²/mstrut stress 8.79 N/mm² against 10.56 available

    The beam that becomes a truss

    Once a web has cracked in shear there is no shear stress field in it any more. There are concrete struts, two chords and whatever crosses the cracks, and the angle of those cracks is not a property of the material — it is something the designer chooses, and every quantity in the beam moves when it changes.

    rung 1 · internal-forces

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