Figure 2 - uploaded by Nikola Naumovski
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... in the steel cube representing a real life scenario where the floor is constrained by the elements of the primary structural system, resulting in 32 different configurations. The last variation considered in the investigation was the type and amount of additional load added to the floor panels, simulating distributed and concentrated load. In Fig. 2, a five by five panel configuration without the additional load from the 1.0m tall pedestals is shown on the left and a view of a raised floor structure from the bottom is shown on the right side. ...
