A

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Q. Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F and elasticity stress and the depth of the neutral axis at section, then

  • (A) M/I=R/E=F/Y
  • (B) I/M=R/E=F/Y
  • (C) M/I=E/R=F/Y
  • (D) M/I=E/R=Y/F

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