As we know that SACS already use rainflow counting method in the fatigue calculation of Time History Analysis "I request SACS to separate the rainflow counting out as a separate module which user can call to use with other module rather than only ...

Add the ability to tab through load case results one at a time. This was in the old postvue and was removed. Please put it back in the new view results.

Press the error correction button to list all errors in a seperate window with error number, cause and possible soultions to each error code. help manual with all error codes to be included.

Recently, the following programs have been developed using the SACS API function. - Automatic modeling/analysis program and optimal design program based on SACS API - Various data sets generated through SACS API-based automatic interpretation func...

Hi, EN 1993-1-8 weld requirements requires no evaluation/check if there's full penetration weld between beam-beam joint. however, in real life full penetration welds are quite expensive and we could go with partial penetration+Fillet welds, but to...

Dear Bentley, I request to update SACS ring utility programme based on latest Roark's Formulas for Stress and Strain book. Further, the following update is desired. The unit system of present Roarks program should be updated for MKS/SI system The ...

Dear Bentley, it would be awsome to have a sort of "tree menu" in a side window of datagen containing a structured list of links that allow to quickly navigate inside the input model. The list could be something like: - OPTIONS -GROUPS -MEMBERS -J...

Offshore structures are code checked to the AISC 9th edition for W-section. In the case where there are no beam failures for Cb = 1.0, there is no issue. However, where there are beam failures and the application of Cb is used to enhance the beam ...

Currently, SACS does not support prismatic section with Eurocode. This is required when modelling deck with stiffeners wherein prismatic sections have to be modelled in order to capture the stiffness contribution of deck plates.