ACI 408.3-01/408.3R-01

Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension and Commentary

American Concrete Institute , 01/01/2001

Publisher: ACI

File Format: PDF

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Description

Standard By:American Concrete Institute , 01/01/2001

Published:01/01/2001

Pages:6

File Size:1 file , 150 KB

Language:English

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ACI 408.3-01 (formerly ITG-2-98), Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension, helps designers take advantage of the improved bond characteristics of high relative rib area deformed reinforcement. This type of reinforcement can be produced by increasing rib height, decreasing rib spacing, or a combination of the two.