Minimum rebar extension lengths in two way Post-Tensioned Flat System as per ACI 318!

[AbhiCrux]

Hi Fellow Engineers, I have a query on the above mentioned topic.

ACI 318-19, Fig. 8.7.4.1.3 shows the minimum extension lengths for two way (non-PT) flat slab system. (i.e., 0.33ln & 0.20 ln).

Would the same extension lengths apply for two-way PT Flat slab system? If no, can anyone help with the ACI clause suggesting about it. Design is being carried out in ADAPT Builder 2019!

Thanks in advance!!

 

[slickdeals]

No, refer to ACI 318-19 8.7.5.5.

 

[AbhiCrux]

Hi slickdeals!

8.7.5.5 applied for slabs with unbonded tendons. While I'm designing two way flat slab with bonded tendons. Anything for bonded tendons?

Thanks for the reply!