To consider the problem in detail: In order to support the loads of a glass floor above these beams, and also carrying the loads of the hanging mezzanine below, a set of steel beams has been designed (MPG1-MPG1A-MPG2-MPG2A, which are depicted in the attached files). As far as this concept has become too heavy (for example MPG1, composed of steel plates, has a height of 2.5 meters. I strongly appreciate the alternative suggested concepts.

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