As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...

When STAAD Foundation calculates the reinforcement of the foundation, it is hoped that the function of manually defining the diameter and spacing of the reinforcement bars can be added. As desinger can choose any diameter and space of rebar to imp...

As Legacy versions, it would be useful to have options to design Plant equipment foundation (vertical vessels, exchangers, tank ring wall foundations, etc.) to STAAD Foundation Advanced 2023. Please add this feature at the earliest.

STAAD.Pro has offered aluminum design and ASD code checking for many years based on the 1994 Aluminum Design Manual. Since that publication was issued 26 years ago, there have been five subsequent versions released in 2000, 2005, 2010, 2015, and 2...

I am trying to model in physical modeler of staad and it gives random orientation of plates. Now if I have to read and visualize the stress in particular direction ( not only for one line), i am not able to do that. if possible, please provide a b...

User use different software for modelling building depending on how much user-friendly the software is. Now reactions at base level are required to design mat or any footing for which SFA can be used. But since there is no option like in earlier o...

Currently the latest NBC in the STAAD seimsic load generator is 2010. The changes for 2015 NBC are essentially none, and 2020 NBC is coming into force soon as well. This should be a pretty easy fix

Create a default way to see the design of one or multiple selected steel beams. Once I select code and "design all". I would like to be able to click on one or more beams and instantly have a button to view the full design input and output. I beli...

It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).

Changes in seismic design parameters or changes in class of Industrial structures in new code will lead to changes in seismic forces experienced by the structure. This may lead to different results than the one obtained from the old code (2015 ver...