Posted by KKCabout 4 years ago
KB-TZ2, Pullout Strength
Wondering why the pullout strength for concrete is not considered for design in the software as well in Table-4 & 5 of ESR-4266?
1 Reply
Posted by Emily about 4 years ago
Hi KKC,
For cases where pullout strength values are denoted as “N/A” in Table 4 of ESR-4266, see footnote 5 under Table 4. Pullout strength is not the governing failure mode for instances where N/A is indicated. Another anchor failure mode governs in these cases.
Cheers,
Emily