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What is the difference between spMats and pcaMats?
pcaMats, also formerly known as MATS, was renamed spMats to better relate and support the registered trade name of the publisher, StructurePoint, formerly the PCA's Engineering Software Group.
After I press the Evaluate button, the program performs an invalid operation. What should I do?
Upgrade Internet Explorer to the latest version from Microsoft website at http://www.microsoft.com/windows/ie.
It seems that my contours are wrong and they do not match the text results. Why?
Please upgrade to the latest version.
What method does the program use?
Finite Element Method
Can I use long file name for my data file using the program?
Yes. Version 6.0 or higher is a 32-bit windows software that supports long file names.
Which design codes are supported?
For information on supported codes please visit spMats features.
What units are supported?
English and Metric
The load locations on the grid view seem not correct after I delete a load from the load list box. What should I do?
Upgrade to the latest version.
I got “conversion data error” when running my model. What should I do?
Upgrade to the latest version. If error persists, contact our technical support group.
How can I show node numbers and element numbers on my grid view?
Option 1: Right click on the main model window, and select Show Node Numbers or Show Element Numbers from the pop-up menu.
Option 2: Select menu Options | Display... and check Show Node Numbers or Show Element Numbers.
I checked Display Node Numbers and Display Element Numbers, but I still cannot see them on grid view. Why?
You don’t have any finite elements. Please assign thickness to grid cells in the grid view first.
What is the relationship between grid lines and finite elements?
A grid line cell (empty rectangular space surrounded by grid line) is a potential finite element. Assigning a thickness to a grid cell turns it into a finite element.
What are the directions of rebar Asx and Asy?
Asx refers to the rebar in X direction (parallel to X axis). Asy refers to the rebar in Y direction (parallel to Y axis).
Does the program check punching shear around columns and piles?
Yes. Punching shear around columns and piles are checked in version 6.0 and higher.
Does the program check one-way shear?
No.
What kinds of load can be transferred from a column or a wall to mat foundation?
Axial load can be modeled as concentrated load (in –Z direction). Overturning moments can be applied to the interface of a column or a wall and mat foundation.
How can I model the in-plane (X-Y mat plane) force transferred from a column or a wall to mat foundation?
In-plane forces are not supported.
How can I export my results to a file?
Select Solve on left then select Report tab. Select Print to File rather than Print to Printer. Type in a path and file name for the out put file (i.e. C:\MyResults\Mats_1.txt). Press the Print button. The saved file is a plane text file that can be opened and edited by any word processing software (i.e. Wordpad).



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