StructureMan44
Structural
- Dec 10, 2014
- 201
I'm brushing up on statics before taking the SE exam. In the attached pdf of a fixed end beam with a non-center point load, in the past if I summed the moments at point B I would find:
EMb = 0 = -Ra*L + Pb - Mb
Would you or would you not also include Ma in this equation? I would not consider the moment Ma to create a moment at point B but according to page 9 of the following link the moment Ma does create a moment about Mb:
Is it incorrect to assume that the upward rotation caused by moment Ma would not be cancelled out by the concentrated force P and therefore the moment Ma would not create a rotation at point b? What do the experts here think?
EMb = 0 = -Ra*L + Pb - Mb
Would you or would you not also include Ma in this equation? I would not consider the moment Ma to create a moment at point B but according to page 9 of the following link the moment Ma does create a moment about Mb:
Is it incorrect to assume that the upward rotation caused by moment Ma would not be cancelled out by the concentrated force P and therefore the moment Ma would not create a rotation at point b? What do the experts here think?