Beam deflection and Stress at corner?
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So, how would I set this problem up?
We're asked to determine the deflection of a beam location for a 2000N load. However, the force is directed up the corner NOT centroid. In other words, at beam corner up through the side wall. Kind of like a ledge holding a flower pot.
Given load=2000N, on the tip of a 1m beam. Beam dimensions are H=80mm B=W=40mm and t=thickness of 1.5mm.© BrainMass Inc. brainmass.com May 24, 2023, 1:32 pm ad1c9bdddf
This type of loading is called eccentric loading. The 2000N force acting at the edge can be replaced by equal load acting at the ...