Slabs with Variable Straight Reinforcementby 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
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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