Stresses at a Re-Entrant Corner of a Plate

by M.G. Salvadori,

Serial Information: Journal of the Structural Division, 1961, Vol. 87, Issue 7, Pg. 91-96

Document Type: Journal Paper

Abstract: 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: Building design | Plates | Floors | Columns | Residential location | Domain boundary | Case studies |

Services: Buy this book/Buy this article


Return to search