ISSN 0741-1294
Vol. 8, Issue 2, 1989December 01, 1989 EDT
Limit State Design Criteria for Minimum Flexural Steel in Concrete Masonry Beams
Limit State Design Criteria for Minimum Flexural Steel in Concrete Masonry Beams
Articles in Vol. 8, Issue 2, 1989
Vol. 8, Issue 2, 1989
- Ultimate Strength Flexural Behavior of Reinforced Concrete Masonry WallsRoger L. HeeringaDavid I. McLean
- Masonry P-M Diagrams Made EasyJohn G. Tawresey
- Limit State Design Criteria for Minimum Flexural Steel in Concrete Masonry BeamsGary C. Hart
- Effect of Properties of Steel on the Flexural Behavior of Joint Reinforced Concrete Masonry WallsAhmad A. HamidCatherine Chia-Calabria
- Engineered Aseismic Masonry Veneers (Aseismic-Resisting the Destructive Forces of Earthquakes)David Allen
Hart, Gary C. 1989. “Limit State Design Criteria for Minimum Flexural Steel in Concrete Masonry Beams.” The Masonry Society Journal 8 (2). https://doi.org/10.70803/001c.140814.