Dear all my question is that how to be sure that in the member where release is assigned is not transfering the moment to other member, I am dealing in steel structure with welded connections? Because sometimes if you not add release the software will give failed member result.
I have to design a steel I-beam which is placed on a concrete slab upon which (I-Beam) load of skylight has to come. I want to take advantage of bottom concrete surface on which beam is placed directly. So, where can I give the command of fully restrained member to Staad? Second should I design...
Dear all I have a task to design a steel structure for 3 canopies with the following specifications
1. 25x15 meters
2. 75x8 meters &
3. 700 Sq. meters (Overall)
The design is relatively in the initial stage and its just been demanded by our estimation section in order to give price of an...
