If we design a steel structure in STAAD using traditional design approach, then we need to manually review the design results and change the section size so that the optimum section is used. This process is time consuming, also it is very hard to find out the most economic section by trial and error method. Proper optimization of the entire structure not only reduces the overall steel weight but also ensure proper distribution of forces.
In this video, I have covered how we can optimize any steel structure iteratively with the help of advanced design commands present in STAAD and find the most economic section for any member. This is the overview session with a comparison between the traditional approach and advanced design approach.
Next Session:
Part 2 - Design Command Sequence|| SELECT, Re-Analysis,GROUP -- • Steel Structure Optimi...
****************************************************************************
Complete Series on Steel Optimization -- • Steel Structure Optimi...
Implementation of IS800:2007 code in STAAD.Pro CONNECT Edition -- • IS800:2007 code implem...
Modelling Analysis and Design of PEB Structure -- • Modelling Analysis and...
Design Automation with STAAD -- • Design Automation with...
11 окт 2024