HELLO, I AM QUESTIONING MYSELF IF WE CAN REDUCE LIVE LOAD IN A STRUCTURE USING LIVE LOAD REDUCTION OR PATTERN LOADING, WHERE CAN I USE THIS TWO?
WHERE TO USE PATTERN LOADINGS?
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One response to “WHERE TO USE PATTERN LOADINGS?”
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I think you have asked question for Etabs.
If you want to assign reducible live load then you can define load pattern for it then according to design code Etabs will calculate live load reduction on the floor.
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