rapziodal load dis
 

trapziodal load dist
does anyone know where the resultant load of a trapoziodal load dist acts from the support? this is a cantilver beam with the larger load at the support.
thanks
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divide it into rectanges and triangles and figure it out that way.
this sounds like a student posting. refer to
you could divide it into 2 triangles.
divide it into a rectangle and a triangle, like csd says. it will depend on the relative values at each end.
are you an engineer?