Ricred
Structural
- Feb 22, 2022
- 2
Hi all, see attached, any idea why the spandrel loads at the corners of the core box differ? is it slab contribution? I wouldnt care if its minimal but there's a significant difference at one corner and I have no idea why. Is there a modifier to adopt to remove this contribution? Also on one elevation the load is missing, any idea what that could be? The core is symmetrical so doesnt make sense to me. Let me know if you any additional information. Thanks so much