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...
Hi All,
A common problem I’ve been facing in residential multi storey concrete framed structures is how the shower setdowns are dealt with/rationalised from a fire perspective. Standard setdown depths are 30mm but sometimes upto 50mm. In residential construction a minimum floor FRL of 90/90/90...
