Faq 004351 Is It Possible To Perform Automatic Live Load о Is it possible to perform automatic live load reduction in rfem or rstab per the asce, ibc, or nbcc? faq 004351 | is it possible to perform automatic live load. Question:is it possible to perform automatic live load reduction in rfem or rstab per the asce, ibc, or nbcc?answer:live load reduction is not considered aut.
Webinar Tips Tricks For Modelling In Rfem And Rstab Youtube Is it possible to perform automatic live load reduction in rfem or rstab per the asce, ibc, or nbcc?. Recommended for you. etabs does not reduce live load until you run a design. if you're just looking at plain analysis results, your live load reduction won't be in there yet. if you're looking at tables, the table that would have live load reduction incorporated is tables>design>design forces. it will also only give you results for load. The lump mass for the earthquake load is calculated based on the % of vertical load. it is assumed in the code that during earthquake live load intensity would not be full. thus, for the calculation of seismic weight, we can reduce the live load. the dead load is considered 100%. the live load is considered as per table above. The roof live load is fr = (25lb ft2)(900ft2) = 22, 500lb = 22.5k f r = (25 l b f t 2) (900 f t 2) = 22, 500 l b = 22.5 k. for the floor live loads, use the asce 7 16 equations to check for the possibility of a reduction. lo = 40ib ft2 l o = 40 i b f t 2 (from table 4.1 in asce 7 16). if the interior column kll = 4 k l l = 4, then the.
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