Author(s): Dan E. Branson; Hunter Rouse

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Abstract: The design of glass panels is described, with examples of flume depths up to 10 ft or 3 m for both annealed and tempered glass included. The following support conditions are considered: 1. Supports at top and bottom with vertical supports at the panel edges.2. Supports at top and bottom, and also at the one-third point above the bottom, with vertical supports at the panel edges. Representative deflections are also computed.

DOI: https://doi.org/10.1080/00221687509499709

Year: 1975