Hi, I am seeking some help from you guys for a 5-storey building (with no basement) that I am designing. The slabs are concrete and are supported by steel beam-column frames and a concrete core wall that located on the north-east corner. The soil condition from the soil report: 0-3m: FILL, 3-7m...
Hello everyone,
I am relatively new to warehouse design and hope someone can help me regarding this.
Above is the scheme of structural plan.
My questions are:
1. What is wall tie (normally PFC in 90 degree axes angles) for? My understanding is to work as a tie in 'strut & tie wind truss' to...
Hello everyone, I guess this question has been discussed here but I still want some thoughts from you guys.
1. For concrete continuous beams analysis & design. I tend to model the frame that includes the concrete columns. However, I have seen many people model continuous beams with external &...
Hi guys,
I have a structure that has a basement. If I use the ground floor as base, do I still need to check raft-soil stability under wind and earthquake?
Thank you.
