Straight Cantilever under Tip Loading - Results for Study A

Plot the variation of tip deflections and rotation with applied moment M at end BC.

P = 0, Q = 0, M = 3.4361 x 106 Nm.

Results

Solutions for Study A

  • Tip Z displacement variation with applied moment

    X-axis shows normalized tip displacement, uz/L. Y-axis shows normalized moment, ML/(2πEI).

    L = 3.2 m, E = 210 x 109 N/m2, I = (1/12) td3= 8.33 x 10-6 m4.

  • Tip Y displacement variation with applied moment

    X-axis shows normalized tip displacement, uy/L. Y-axis shows normalized moment, ML/(2πEI).

  • Tip rotation angle variation with applied moment

    X-axis shows rotation angle, Θ/2π. Y-axis shows normalized moment, ML/(2πEI).