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  1. Hey,
    I have a question related for my Architectural Thesis project i.e., Institute for Performing Arts.
    If I have to provide floor isolation on the first floor, the slab is to be raised. So, can I provide an Inverted {upstanding) beam for that purpose?
    Can it bear that kind of load? (All the instruments playing, etc.)

  2. What is the difference in normal and inverted beams reinforcement, I mean is there any changes in placing the extra rods

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