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  1. budynek

    Concentrated load on Elevated slab

    300mm. I guess I'm having hard time understanding how this wheel load can fail in one way shear.
  2. budynek

    Concentrated load on Elevated slab

    One way 300mm elevated slab for 300kN wheel load over 392mmx500mm contact area (. Punching shear is OK, we're having difficulty satisfying the one way shear. Has anyone delt with this type of situation ? Much appreciated.
  3. budynek

    ASCE 113 Substation Structure Design Guide

    thread608-259312 The ASCE website seems to be down. Doen anyone know if there is only one version of this manual (ASCE113 substation structure desing guide) ? I'm specifically interested in the following comment in this manual: "1/3 increase in the allowable stress for wind loading is not...

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