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Get Base Pressure Result in Result File or OpenSTAAD

HYUNIL BAEK

I am working on foundation design automizaiton using STAAD.pro I can see base pressure in post processing mode, however, i don't find way to get the base pressure value in result file or openstaad function. How can i get the base pressure value…
- Answered
- over 1 year ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
Model a Slab on ground Plate mat support Compression only

Kasper Lee

Dear All, I tried to model a piece of equipment slab resting on the ground. I meshed the plate and used foundation support of plate mat with compression only and i am not sure what triggered the warnings such as: **WARNING- JOINT NO. 35 NOT CONNECTED…
- over 3 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
COMPRESSION attribute is deleted from the ELASTIC MAT/PLATE MAT supports when saving using the GUI

Sye

Applies To Product: STAAD.Pro First Affected Version: 20.07.11.82 Found in Version: 20.07.11.82 Released in Version: Environment: All Area: Modeling Subarea: N/A …
- over 6 years ago
- RAM | STAAD | ADINA
- RAM | STAAD | ADINA Wiki
RE: Foundation Design

Sye

Whenever the mat is modeled using plates, please use PLATE MAT. The following wiki offers more detail on the options http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/29301.difference…
- over 7 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
RE: Plate Mat foundation different springs in different directions

Sye

You can do that. The correct syntax is plate-list PLATE MAT DIR ALL SUBGRADE f4 f5 f6 where f4 is the subgrade modulus for Y direction ( very important ), f5 and f6 are the moduli for X and Z.
- over 7 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
RE: Inclined soil spring for tank with conical base Slab

Sye

Based on your support command that I see, this is what STAAD.Pro will do. It will calculate the area of influence for each node of the plate mat considering the appropriate area of the plates attached to the node. It will multiply the area calculated…
- over 7 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
Difference Between ELASTIC MAT and PLATE MAT

Modestas

Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Modeling Solutions Subarea: Supports Original Author: Bentley Technical Support Group …
- 6 months ago
- RAM | STAAD | ADINA
- RAM | STAAD | ADINA Wiki
RE: Mat Foundation

Sye

1. Elastic and Plate mat are both used to automatically generate support springs to simulate soil support underneath the structure. If you have modeled your mat using plates, use PLATE MAT. If you have not modeled your mat using plates, use ELASTIC MAT…
- over 7 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum
Analysis and design of large mat foundations supported on soil using FEM considering soil -structure/foundation interaction (loading and design governed by ASCE/ACI and / or IS codes)

Tridibesh Indu

Large mat foundations are usually modeled using plate elements and the boundary conditions at soil – foundation/structure interface is idealized using winkler springs assigned with sub-grade modulus of soil (using plate mat with compression only springs…
- over 7 years ago
- RAM | STAAD | ADINA
- RAM | STAAD Forum