Modeling prestressed beams
Modeling prestressed beams
(OP)
I was wondering if anyone knows how to model prestressed beams using ETABS. Unlike SAP2000, it does not feature tendon elements. How would you treat some prestressed beams in a model so that you get correct analysis results? Or shall I use SAP only?
Thank you.
Thank you.
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...





RE: Modeling prestressed beams
RE: Modeling prestressed beams
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...