1. In figure (1), shows a uniform beam subjected to a linear increasing distributed load. The equation for the resulting elastic curve is: w y = 120EIL (-x5+2L²x3 - L*x) Using the numerical methods to determine the point of max. deflection (that is, the value of x where "Y-0. Then substitute dx this value in the given equation to find the value of maximum deflection. Using the following parameter values in your computations: L = 600cm; E50000 k N/cm2;I= 30000cmt and w =2.5 k N/cm. (a) r=Ly- 0) =0, v= 0) (b) Figure (1)

1. In figure (1), shows a uniform beam subjected to a linear increasing distributed load. The equation for the resulting elastic curve is: w y = 120EIL (-x5+2L²x3 - L*x) Using the numerical methods to determine the point of max. deflection (that is, the value of x where "Y-0. Then substitute dx this value in the given equation to find the value of maximum deflection. Using the following parameter values in your computations: L = 600cm; E50000 k N/cm2;I= 30000cmt and w =2.5 k N/cm. (a) r=Ly- 0) =0, v= 0) (b) Figure (1)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.4.7P: -7 A beam on simple supports is subjected to a parabolically distributed load of intensity q(x) =...

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