Hello. Good day! I was designing a mat foundation at STAAD Foundation Advanced and it cannot give a "PLOT Failure Diagram". Further, it will give an error message saying "The bar arrangement provided corresponds to a steel area that is less than the…

How to model mat foundation with lots of steel embedment plates on top of slab, in STAAD Foundation Advanced? (embedment plates with 6 inch long studs are covering approx. 75% of of slab area). Is there any trick to account for the difference in material…

How to model mat foundation with lots of steel embedment plates on top in STAAD Foundation Advanced? (embedment plates with 6 inch long studs are covering approx. 75% of of slab area). Is there any trick to account for the difference in material properties…

Dear Colleagues, (i take back what i've posted earlier) The method as per the link ( Mat analyzed in STAAD.Pro and designed in STAAD.Foundation Advanced ) would have been useful for structures such as Buildings with Basements, Underground Tanks / Pits…

Hello, I recently verified the foundation design for a Combined Foundation by using COMBINED type in the General Foundation Mode of STAAD Foundation Advanced and found the results matching with manual calculations except for punching check. Now I am…