Title: Stresses in Point Supported Composite Walls
Author(s): Saki Rosenhaupt
Publication: Journal Proceedings
Appears on pages(s): 795-810
Based on a proposed general elastic theory of composite walls, the particular case of masonry walls with reinforced concrete foundation beams acting as tension ties is studied, numerical examples solved for different wall-beam rigidity ratios, and conclusions derived as to the use of simplifying assumptions.