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Find out the deflection:
Find out the deflection (vertical) at a distance 'a' from the tip in Example
Solution
As in this case there is no load at the point where the deflection is required, we introduce a fictitious load Q as illustrated in Figure.
Figure
Then,
M = - Px and ∂M /∂Q = 0 for 0 ≤ x ≤ a
and
M = - Px - Q ( x - a) and ∂M/∂Q = - ( x - a) for a ≤ x ≤ L
AShear Force and Bending Moment Diagrams
full explaination
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