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  • Users: ammarfa
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  1. ammarfa

    Transfer loads from wall

    Proposal,trial If wall is shifted to midspan i.e without column support will this large moment appears?
  2. ammarfa

    Transfer loads from wall

    What type of connection between wall and slab/column Note walls seem unsymetrical may cause torsion in building in seismic for example
  3. ammarfa

    Can this be an issue for RC slab?

    n3jc ACI 318/11.9 DESIGING FOR BRACKETS AND CORBELS dud you try it

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