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I've been given this to calculate the support reactions but I'm not sure how to handle the increasing udl. And how would this be shown on a Bending moment and shear force diagram??

Also with non increasing Udl's when calculating the reaction is it best to change the udl to one force mid-span of the udl or two forces one at each end of the udl??

And how do you calculate maximum bending moment and points of inflection ?

Thanks

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# Homework Help: Reactions And bending moment and shear force diagrams

**Physics Forums | Science Articles, Homework Help, Discussion**