Question on method of sectioning.

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SUMMARY

The discussion centers on the application of the method of sections in structural analysis, specifically regarding a bar subjected to a distributed load of 10 lbs/in. It is established that when analyzing a section of the bar, one can apply the resultant of the entire distributed load rather than just a portion of it. The context suggests that the bar is part of a frame structure, which influences the load distribution and moment calculations at the supports.

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I have a load distributed over a bar of 10lbs/in. Can i take a section of that bar (to use method of sections to find the moment in a pin at one end of the bar) and still apply the resultant of the distributed load? or must i use only part of the distributed load?
 
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