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A beam with an overhang is loaded by a uniform load of 3 kN/m over its entire length. Moment of iner- tia and distances to top and bottom of the beam cross section are 20 mm and 66.4 mm,Respectively. It is known that reactions at A and B are 4.5 kN and 13.5 kN, respectively. The maximum bending Stress in the beam is approximately:
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