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Posted: Tue Jul 25, 2017 6:04 am Post subject: A doubt regarding Response Spectrum Method
I have a doubt regarding the analysis using the Response Spectrum Method. In that method, we'll generally start by lumping all the masses at floor level and then finding out the mode shapesand then finding base shears. But, i have doubt regarding which direction to select.
Consider it a regular rectangular building (6m x 8m) with rectangular columns of (300mm x 500mm) all spanning in same direction. Then:
1.) Do we have to do the analysis in both the directions of the building
2.) If no, How is the direction of analysis considered.
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