rapziodal load dis

huangyhg

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
find a job or post a job opening
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?