1.24 As depicted in Fig. Pl.24, the downward deflection y (m) of a cantilever beam with a uniform load w (kg/m) can be computed as (- 4Lx + 6L?) 24EI where x = distance (m), E = the modulus of elasticity = 2 x 10" Pa, / = moment of inertia = 3.25 x 10 m", w = 10,000 N/m, and L = length = 4 m. This equation can be differentiated to yield the slope of the downward deflection as a function of x: dy 24E1 (4x' - 12Lxr + 12L²x) dx 24EI If y = 0 at.x = 0, use this equation with Euler's method (Ar = 0.125 m) to compute the deflection from.x 0 to L. Develop a plot of your results along with the analytical solution computed with the first equation. x=0 x=L FIGURE P1.24 A cantilever beam.
1.24 As depicted in Fig. Pl.24, the downward deflection y (m) of a cantilever beam with a uniform load w (kg/m) can be computed as (- 4Lx + 6L?) 24EI where x = distance (m), E = the modulus of elasticity = 2 x 10" Pa, / = moment of inertia = 3.25 x 10 m", w = 10,000 N/m, and L = length = 4 m. This equation can be differentiated to yield the slope of the downward deflection as a function of x: dy 24E1 (4x' - 12Lxr + 12L²x) dx 24EI If y = 0 at.x = 0, use this equation with Euler's method (Ar = 0.125 m) to compute the deflection from.x 0 to L. Develop a plot of your results along with the analytical solution computed with the first equation. x=0 x=L FIGURE P1.24 A cantilever beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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