For the following diagram, calculate the total deflection. Given: E AB = EBC= ECD = 200 GPa 4,18=1200 mm2,ABC = 900 mm2, and Am = 600 mm2.
m
2.5
4.5 m
A)0.022 m (Compressive) B) 0.027 m (Tensile) C) 0.022 m (Tensile) D)0.027 m (Compressive)
500 kN
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0.022 m (compressive)
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