Ladder

Eccentric brace — 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. storey shearthe link — 800 mm0.69 kN in each diagonal per kN of shearlink shear 0.47 kN · storey drift 0.008 mm · deflection magnified 5435×

    The part that is meant to be weak

    A braced frame is stiff and has nowhere to yield. A moment frame yields everywhere and is soft. Move the two diagonals a metre apart along the beam and the whole storey shear has to pass through the segment between them — which keeps most of the stiffness and puts every yielding in one member the designer chose.

    rung 1 · structures

All ladders