Slabs with Variable Straight Reinforcement

by George I. N. Rozvany, (M.ASCE), Reader in Engrg.; Monash Univ., Clayton, Victoria, Australia,
Donald E. Charrett, Design Engr., Irwin, Johnston & Partners Pty., Ltd. Melbourne, Australia,


Serial Information: Journal of the Structural Division, 1971, Vol. 97, Issue 5, Pg. 1521-1532


Document Type: Journal Paper

Abstract: Plastic optimal design methods for minimizing straight reinforcement are outlined briefly and minimum reinforcement solutions based on various design criteria are given for rectangular slabs. IN addition to the ultimate strength requirement, a minimum steel ratio criterion is introduced.

Subject Headings: Slabs | Plastic design | Steel | Ultimate strength | North America | United States | Indiana

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