Free end a. Bending moment (=0); shear force equals the b. Deflection (=0); slope (=0) c. Deflection
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Free end
a. Bending moment \(=0\); shear force equals the
b. Deflection \(=0\); slope \(=0\)
c. Deflection \(=0\); bending moment \(=0\)
d. Bending moment \(=0\); shear force \(=0\)
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