Current Revision posted to RAM | STAAD Wiki by Sye on 4/19/2017 6:49:32 PM
| 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]]
Tags: sliding, different thickness, save results, mat foundation, moments report, mat, density of concrete, density, magnitude, Grade beams, modify mesh region, overturning, high displacements, punching shear, moment envelope, circular line loads