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1997 Ubc Vertical Earthquake Term Ev
WR1 reacted to abdulqadeer29 for a topic
In etabs we use EQX , EQY for respective directions. so this earthquake force should have carry both its vertical and horizontal component with itself. so there is no need to define these modified equations when we are assisted by software. but during manual calculations we have to incorporate these modified equations. Is my understanding correct? kindly correct and explain me if i am wrong ???1 point
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