moyseh
Structural
- Sep 19, 2021
- 37
Hi All,
Was just wondering how others modelled the in-plane strength of unfilled masonry walls. I know the NZ Assess Guidelines (C7) say that you can model solid unfills with equivalent struts - can this be done with unfilled masonry walls?
Thanks
Was just wondering how others modelled the in-plane strength of unfilled masonry walls. I know the NZ Assess Guidelines (C7) say that you can model solid unfills with equivalent struts - can this be done with unfilled masonry walls?
Thanks