No headache of moving keywords to a particular column for it to execute i.e. column restrictions are removed for good!

Add equipment in the form of a box with loads applied at the CoG of the box with user defined height above base. i.e. input Equipment details as : a) LXBXH b) CoG height above base c) Provide option to user to pick any no. of "n" random points on ...

Helps users identify members considered for code checking by the software. The button can be provided for both precede and postvue

This would Reduce time for reporting and provides users more time to concentrate on optimizing and bettering their designs. Standard Appendix for post processing should include: Appendix1 : Automatic printing of all saved views in wireframe, scale...

SACS offers linear elastic dynamic analyses, non-linear static analyses, and non-linear analyses of equivalent static loads from linear elastic dynamic analyses, but there is no true non-linear dynamic analysis capability. This analysis type is us...

the time log was always printed in the Standard Collapse. it is a good way to see how efficient the analyses are running.

Dynamic effect of localized area of interest can be extracted easily.

Point 4 of section 6.3.2.2, EN 1993-1-1:2005 states that lateral buckling checks can be omitted if either of the given conditions are satisfied. This is not considered, and results in a slightly higher member UR.

Being able to generate an image of the soil capacity with associated pile heads could be beneficial. UC ratio Safety Factor Capacity Pile Head Loads