The figure shows a uniform beam subject to a linearly increasing distributed load. The equation for the resulting elastic curve is (see Fig. P5.20b) y = Determine the point of maximum deflection (that is, the value of x where dy/dx=0). Then substitute this value into Eq. (P5.20) to determine the value of the maximum deflection. Use the following parameter values in your computation: L= 600 cm, E= 50,000 kN/cm?, I= 30,000 cm4, and w0=2.5 KN/cm. w0 (-x5+2L?x3 – L*x). 120EIL (a) (x - Ly- 0) (x= 0. y = 0) (b)

The figure shows a uniform beam subject to a linearly increasing distributed load. The equation for the resulting elastic curve is (see Fig. P5.20b) y = Determine the point of maximum deflection (that is, the value of x where dy/dx=0). Then substitute this value into Eq. (P5.20) to determine the value of the maximum deflection. Use the following parameter values in your computation: L= 600 cm, E= 50,000 kN/cm?, I= 30,000 cm4, and w0=2.5 KN/cm. w0 (-x5+2L?x3 – L*x). 120EIL (a) (x - Ly- 0) (x= 0. y = 0) (b)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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