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Syed Nazim Ali

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  • Gender
    Male
  • Location
    Karachi
  • University
    NED
  • Interests
    Structural Designing, Construction Management and Planning

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  1. Altough it is a bending schem but the reinforcement should be placed at that location of joggle. these steel bars should run through at the location of joggle because if we provide joggle at any location in slab the thickness of the slab reduces and consequently effecting its effective depth.
  2. What is the correct location of bottom steel if we have an upstand beam on slab? Most of the time the steel runs through in slab so shal we run it over the top of bottom steel of beam or below the bottom steel of beam? Remeber the cover is usually change in beam and slab. In slab we usually we have 0.75 in cover and in beam we have min 1 in cover. What do you guys say about it?
  3. Can we provide joggle in slab? According to me, this is not a good practice.
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