You have a axial loaded beam with a 100,000 N Uniform force on one side
(Please see attachment for illustration)
Height, H = 180 mm
Width, W = 500 mm
Diameter of Hole, D = 90 mm
Thickness, t = 10 mm
E = 2.1×10^11 N/m^2
Calculate the stress at a point away from the hole, to the right of the beam toward the end?
Calculate the stress at the hole?
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