Part 2 - A Preview of Changes from ACI 318-14 to ACI 318-19
- Introduction of high-strength reinforcement (80- and 100-ksi yield strength)
- Introduction of reinforcement grade factor in equation for straight bar development length
- New equation for hooked bar development length
- New and simpler one-way shear equations for nonprestressed members
- Updated two-way shear provisions for two-way slabs
- Newly added provisions for screw anchors and shear lugs
- Introduction of shotcrete provisions
- Deep foundation design provisions of IBC/ACE 7 imported into ACI 318
- Extensive and important revisions to Chapter 18, Earthquake-resistant structures
Description: | DVD with PDF handout Free standard shipping within U.S. Instant Video with PDF handout |
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Youtube Description | |
Speakers | S. K. Ghosh, Ph.D. |
Duration | 156 |
Speaker Bios |
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