How it works
Preliminary support reactions for a simply supported beam carrying a full-span UDL plus one point load.
Core method:
For span L: RA = wL/2 + P(L−a)/L and RB = wL/2 + Pa/L.
For span L: RA = wL/2 + P(L−a)/L and RB = wL/2 + Pa/L.
Before you use the result: Preliminary calculation only. Verify the result independently against project documents, applicable standards and professional requirements.