A naturally curved steel beam AB having Young's modulus 208 GPa, area moment of inertia I...
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A naturally curved steel beam AB having Young's modulus 208 GPa, area moment of inertia I = 26.7 cm and radius R = 2 m is subjected to a vertical load P 1000 N at B. The end A at 0 90 is rigidly fixed. The bending strain energy of the beam (in Nm) is = A R 0 B P of A naturally curved steel beam AB having Young's modulus 208 GPa, area moment of inertia I = 26.7 cm and radius R = 2 m is subjected to a vertical load P 1000 N at B. The end A at 0 90 is rigidly fixed. The bending strain energy of the beam (in Nm) is = A R 0 B P of
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