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  1. GJoeRMK

    Another wood knee braced frame thread

    Usually the transfer of forces in a elastic analysis is made by the following criteria: - The stiffer the object the more force will attract to its element So you are not crazy getting these results, but there is a catch: When the structure get into an non linear domain, that knee braced...
  2. GJoeRMK

    Slab-on-ground: EDGE THICKENING VS SHRINKAGE RESTRAINT

    There are some thoughts I want say: -For slabs on the ground, in general the major restriction for lateral movements is the soil friction. -The edge thickening in the slab may provide some degree of lateral restriction but shouldn't be taken into account unless the friction is overloaded, which...

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