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Hi.
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 midspan 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
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 midspan 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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