Mat Foundation
Applies To
Product(s):
STAAD.Foundation Advanced
Version(s):
All
Environment:
N/A
Area:
Mat Foundation
Subarea:
N/A
Original Author:
Sye Chakraborty
Bentley Technical Support Group
This page contain FAQs related to the Mat Foundation module.
Assigning Different Thickness at Different Locations in Mat
Circular Line Loads
Combining Loads Created in SFA with Loads Imported from STAAD.Pro
Density of Concrete
SFA Saving Results
Error : No Pile or Soil Support Defined
Excessively High Displacements
Modifying a Mesh Region
Punching Shear Check
Viewing Warnings & Errors
Magnitude of the Base Pressure at Various Nodes
Mat Analyzed in STAAD.Pro and Designed in SFA
Modeling Footings Connected by Grade Beams
Moment Envelope not Generated
Sliding and Overturning Check
Moments Reporting not Matching
What are Analysis Thickness and Design Thickness in SFA ?
[[Obtaining bearing pressure plots and stress plots for mat foundation in SFA]]
[[For a mat, how to find the most critical service load case for the soil bearing and obtain a bearing pressure plot for that case ?]]
[[Does SFA account for the moments due to horizontal shears in foundation design ?]]
[[How can I graphically identify the node at which the displacement is maximum in a mat ?]]
[[The self weight of my mat is not getting multiplied by the 1.4 factor]]
[[Warning regarding non-empty load cases when analyzing a mat foundation job]]
[[If I build a mat foundation in STAAD.pro using plate elements, can I directly import those plates into STAAD Foundation Advanced?]]