Ladder

Biaxial bending — 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 axis, 70°moment, 5°489 N/mm²tan α = (M_z/M_y)(I_y/I_z), and I_y ÷ I_z = 30.8489 N/mm² at the corner against 258 for the same moment straight down

    Two moments and a neutral axis that obeys neither

    Tilt the load on a rolled beam by five degrees and the neutral axis swings by seventy. The section is doubly symmetric, its product of inertia is exactly zero, and none of that helps — because what decides the axis is the moment ratio multiplied by a stiffness ratio of thirty.

    rung 1 · sections

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