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fonseh
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Homework Statement
http://cereference.com/book/structural-analysis/influence-lines-beams
In the example , i don't understand the moment in the part of beyond AC . I don't understand why we don't have to consider the momenty due to unit virtual load in the part beyond AC , just like what we did for section AC
Homework Equations
The Attempt at a Solution
Why shouldn't the moment equation beyond AC look same as the region within AC ? , which is Mc = -ax/L + x [/B]
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