- #STRUCTURE SELF WEIGHT ON RISA 3D MANUALS#
- #STRUCTURE SELF WEIGHT ON RISA 3D SOFTWARE#
- #STRUCTURE SELF WEIGHT ON RISA 3D PROFESSIONAL#
So, how should i model strut so that it will be tension free and it takes only compression? how can I model it in ETABS so that it will not take any live and dead load from the structure? and i am not quit clear about that should strut is modeled for Nonlinear analysis( Pushover, nonlinear time history ) only OR can it be modeled for Linear dynamic such (RESPONSE SPECTRUM, LINEAR TIME HISTORY ) analysis? and how can i model it in Linear dynamic analysis? And i am not able to make it not to take Dead and live load response,as infill should not take any dead and live load from the structure. BUT i am unable making it not to take Tension in strut when running the analysis. I have modeled strut assuming pinned jointed frame element having material properties as per masonry property as per Indian Standard. I have to consider infill consideration in the building, So i have calculated Strut width as per FEMA 356, using masonry property of Indian Standard.
#STRUCTURE SELF WEIGHT ON RISA 3D SOFTWARE#
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#STRUCTURE SELF WEIGHT ON RISA 3D MANUALS#
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