3m B -3 m -3 m C 2.25 m k = 200 N/m -3 m- D 4 m- F 3m 3 m 3m 3 m A -0-90° p=0.1 -2m-1m- F(x)= e-Inx F(x)= Jx+lax In(cos~¹²((√1 – (sin(x))² )}) boundary from x=1 fox = 2 In(cos~¹((√1- (sin(x))²))) N cm boundary from x=1 tox = 2 What is the reaction of the roller support of the truss if the left side rope of pulley A has the lower tension?

3m B -3 m -3 m C 2.25 m k = 200 N/m -3 m- D 4 m- F 3m 3 m 3m 3 m A -0-90° p=0.1 -2m-1m- F(x)= e-Inx F(x)= Jx+lax In(cos~¹²((√1 – (sin(x))² )}) boundary from x=1 fox = 2 In(cos~¹((√1- (sin(x))²))) N cm boundary from x=1 tox = 2 What is the reaction of the roller support of the truss if the left side rope of pulley A has the lower tension?

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.2.13P: : A hollow, pressurized sphere having a radius r = 4.8 in, and wall thickness t = 0.4 in. is lowered...

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