Question: A beam ABC having flexural rigidity EI = 75 kNm2 is loaded by a force P = 800 N at end C and tied down

A beam ABC having flexural rigidity EI = 75 kNˆ™m2 is loaded by a force P = 800 N at end C and tied down at end A by a wire having axial rigidity EA = 900 kN (see figure).
What is the deflection at point C when the load P is applied?

0.5 m P 800 N 0.5m 0.75 m

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