Many projects have different considerations associated with the client´s Design Basis for different environments that limit the crack width, i.e. presence of underground water. Is there a way to modify the limits for crack width check in Staad Foundations…

Hello, I am getting an error when I click on new file or open a file on STAAD Foundation Advanced. The error says "Attempted an unsupported operation". I tried to run as administrator but the problem is not resolved. Please help. Also this is a fresh…

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…

Every time when i run staad foundation it will shows warning which is shown in attached screenshot and after that programme will automatically closed. Why its happend don't know? Can anybody provide me solution of this problem.

My Question is: 1. When we analysis mat foundation with SFA than its always gives warning Apply SELFWEIGHT more than total weight of all. 2. When we go for design than it gives reinforcement in longitudenal top, longitudenal bottom, transverse top…

We are using SFA Connect Edition Version 8.4.0.21 and have set up load tables for ultimate and service loads to Auto Generate Load Combinations. We have used User1 to User14 and in out load tables. The load combinations seem to be generating fine except…

Hi, I tried to import the support information in StaadFoundation Advanced using the spreadsheet posted in the forum, but the software report that is not in correct format, please could you post a new spreadsheet ? I've been using StaadFoundation Advanced…

Hello Everyone, I have modeled a slab on grade in staad using plate meshing and an elastic mat underneath. However, when I imported this result into staad foundation and designed it as a mat foundation I have observed that my mat is failing the punching…