Stresses at a Re-Entrant Corner of a Plateby M.G. Salvadori,
Serial Information: Journal of the Structural Division, 1961, Vol. 87, Issue 7, Pg. 91-96
Document Type: Journal Paper
Floors of modern buildings unsupported by intermediate columns present re-entrant corners; stresses at corners are theoretically infinite, but become finite in immediate neighborhood of corner; thus practical design stresses can be obtained by substituting for actual plate, circular sector simply supported in its circular boundary and built in on its straight sides; such stresses are derived for case of circular sector with right angle cutout.
Subject Headings: Plates | Building design | Floors | Residential location | Columns | Domain boundary | Case studies
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