30 kN.m 7: Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(10) mm. (Doubl
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30 kN.m 7: Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(10) mm. (Doubl
30 kN.m 7: Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(10) mm. (Double Integration Method) A -3 m
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