A simply-supported rectangular steel bar with a height of 32 mm and width of 6 mm is loaded with two overhanging loads, of P= 350 N, as shown in the figure. Given, L= 0.5 m and a = 0.2 m. Using singularity functions, find the deflection at the ends and at the center. Since the beam is symmetric, write the equation for only half of the beam, and use the slope at the beam center as a boundary condition. O y P a Bar, b = 6, h = 32 The deflection at the ends of the beam is The deflection at the center of the beam is B a 0.396 m. -0.63 m. P

A simply-supported rectangular steel bar with a height of 32 mm and width of 6 mm is loaded with two overhanging loads, of P= 350 N, as shown in the figure. Given, L= 0.5 m and a = 0.2 m. Using singularity functions, find the deflection at the ends and at the center. Since the beam is symmetric, write the equation for only half of the beam, and use the slope at the beam center as a boundary condition. O y P a Bar, b = 6, h = 32 The deflection at the ends of the beam is The deflection at the center of the beam is B a 0.396 m. -0.63 m. P

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 9.5.1P: A simply supported beam (E = 1600 ksi) is loaded by a triangular distributed load from A to C(see...

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