Rsd789
Structural
- Aug 30, 2023
- 14
With the shear capacity change in 318-19 I imagine shear reinforcement has become a lot more common for transfer slabs however I think it's unclear which spacing requirements should be used. Have other engineers been using the two-way slab spacing requirements indicated in Table 8.7.6.3 or beam requirements in table 9.7.6.2.2?
8.7.6 is titled "shear reinforcement - stirrups" and doesn't specify that it's only applicable to two-way shear but the remaining subsection imply that it is. Meanwhile, the one-way slab requirements of 7.7.5 simply refer to the beam requirements which is why I could make the argument for those requirements as well.
8.7.6 is titled "shear reinforcement - stirrups" and doesn't specify that it's only applicable to two-way shear but the remaining subsection imply that it is. Meanwhile, the one-way slab requirements of 7.7.5 simply refer to the beam requirements which is why I could make the argument for those requirements as well.