Shear in sloping column?
Shear in sloping column?
(OP)
I have a 900x750mm deep concrete beam supported on a 500x1000mm concrete column that is sloped at a 45 degree angle. There is a 2400kN lod acting vertically down at the intersection of the beam and sloping column. Resolving the forces I have 2400kN horizontal tension in the beam and 3394kN in compression in the sloping column. Is there also a 2400kN horizontal shear force between the underside of the beam and the top of the column?
Thanks!
Thanks!






RE: Shear in sloping column?
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.