Question involving load on beams

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The discussion revolves around calculating reactions, bending moments, and shear force diagrams for a beam subjected to three loads, including a specific load of 7200 pounds. Participants emphasize the importance of summing forces and moments, and integrating shear to determine moments. One user clarifies that their inquiry is for learning, not homework, and shares initial calculations for two cases. Feedback indicates that the first case's moment starts at zero and that the shear diagram is negative until the upward force is applied. The community offers support and guidance, leading to progress in the user's understanding of the concepts.
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Hey, so there are three loads on a beam the units they are is in pounds (i.e. 7200pounds is one of the loads). There are two cases each for which I need to calculate reactions and draw bending moments and a sheer force diagram.

The PDF attachment contains the information in more detail help would be greatly appreciated.
 

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luysion: Is this a school assignment? If so, you must list relevant equations, and show your work.
 
sum forces and moments in y and at a pivot point. draw shear diag from that info.

integral of shear is moment. just make sure you got equil. on your beam.
 
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hey nick and nvn thanks alot, this isn't my homework nvn heh I am trying to learn this concept.
ive done some working out if any1 could check it out much appreciated
 

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In case 1, there is no applied moment at the point in which the first load is applied, therefore the moment would start at zero. Untill the upward force of 7200, all areas on the shear diagram are negative, which means all lines on the moment diagram until that point have a negative slope. I did not check your numbers, but that appears to be the only mistake.

Your case 2 appears right, but I did not run the numbers.
 
I have worked out Case #1... Please see the attached jpegs.

You can solve for Case #2 using the same methods described in the scaned images.

Let me know if you have a problem with it.

Regards,
 

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  • Case 1a.jpg
    Case 1a.jpg
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  • Case 1b.jpg
    Case 1b.jpg
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Nick bruno + Tony71502
thanks a lot guys really appreciate it
nick your working helped me out a heap thanks man :)

ive almost completed the work myself thanks to the help recieved
 
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