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Found 4 results

  1. How to design this type of flat slab? It does not fulfil the DDM criteria. First image is UGWT top slab and second one is OHWT top slab
  2. Dear all; I want to ask in practical way about the width of design strip for single and combined footing; is it suitable to be 1 meter width or I shall take as the whole width of of the footing. Regards Mohammad
  3. Assalam-o-Alikum everyone, if moment contour for slab is available after analysis of slab in csi safe,for designing this slab safe will calculate reinforcements for every slab element i-e mesh element after that how i will distribute these reinforcements throught the slab because bending moment varies from one slab element to other.
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