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  1. HarshParmar

    RCC stair in Steel Structure.

    In this case, the steel box section beam at the end of the flight to be supported by column, and cantilever slab on it. This box section can have cantilever brackets welded to box section extending till the edge of the mid landing ,and mid landing slab can rest on this brackets is the most easy...
  2. HarshParmar

    RCC stair in Steel Structure.

    Architectural section shows, that the mid landing doesn't touch the window and it doesn't have any wall on top of it. Is the wall brick masonry 10" thick ? is the mid landing is getting cantilevered from the two columns ? as the sketch shows that column are present at start and end of flights.
  3. HarshParmar

    RCC stair in Steel Structure.

    Didn't get your question , is that you want to make free standing mid landing? If yes, then it would be challenging without stringer beam cantilevering the half flight from Ground/Grade beam and half cantilever of the flight from the upper level but this would induce huge torsion on the...
  4. HarshParmar

    Geotechnical Engineering - Fadum Chart

    Thank you CarlB. It helped a lot. Can you just let me know which book or article is this?
  5. HarshParmar

    Geotechnical Engineering - Fadum Chart

    Hi Everyone, I have question about finding accurate values from fadums chart, in exams, because the visual judgement would differ values in decimals and answers will be deviating. This issue, I found while solving tutorials and its respective answers. Moreover, in one of the example in...

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