SACS should be compatible with any monitor with a resolution greater than 1920x1080. A higher resolution offers significant benefits for viewing detailed information

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

have the ability to create and modify the joint can selection in precede by selecting the joints graphically.

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...

Dear Bentley, This is a request made to technical support number CS0126231, but so far, it appears that SACS has had problems applying the DAM method when analyzing a sea transportation analysis. So, I would like to request for implementation of D...

load distribution is correct for skid loads, but not for footprint weight.

Currently the reactions do not change when you change the load case.

With member weights you must select the member in the dropdown menu (much less efficient).