Tests have recently been conducted at the University of New South Wales on half‐scale models of edge panels of a reinforced concrete flat plate floor. Moments were measured along lines parallel to the edge of the building: (1) Just inside the spandrel; (2) at mid‐span; and (3) at the first interior column. The measurements provided the distribution of slab moments across a panel and, thus, by integration, the total panel moment at each of these locations.
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Hall et al. (1983) studied this question.
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