Maximum shear acting on a point

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fonseh
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Homework Statement


Why we need to consider only 3 cases when we want to find the max positive shear ?

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The Attempt at a Solution


IMO , We know that the max shear will only occur when the 67.5kN act on B , am i right ? There is no need to consider 3 different cases ...Or my concept is incorrect ? If so , can anyone show me the example where the max shear will occur at B although the max concentrated load doesn't act on the particular point ?
 

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Update : Why the max shear will only occur at B when the certain load act on it ? Can someone explain about it ?
 
@Chestermiller , can you help ? I think you are the only one in this forum who knows soil mechanics
 
Chestermiller said:
This is not a soil mechanics problem. It is a beam problem.
sorry , wrong thread