International Edition---engineering Mechanics: Statics, 4th Edition
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN: 9781305501607
Author: Andrew Pytel And Jaan Kiusalaas
Publisher: CENGAGE L
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Chapter 7, Problem 7.4P

The two homogeneous bars AB and BC are connected with a pin at B and placed between rough vertical walls. If the coefficient of static friction between each bar and the wall is 0.25, determine the largest angle 6 for which the assembly will remain at rest.

Chapter 7, Problem 7.4P, The two homogeneous bars AB and BC are connected with a pin at B and placed between rough vertical

Expert Solution & Answer
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To determine

Largest angle θ for which the assembly will remain at rest

Answer to Problem 7.4P

The largest angle θ is equal to 6.75°.

Explanation of Solution

Given information:

International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 7, Problem 7.4P , additional homework tip  1

Co-efficient of static friction between each bar and wall is 0.25.

For impending sliding, the friction force equals its limiting value;

  F=Fmax=μsN

  μs - Co-efficient of static friction

Steps to follow in the equilibrium analysis of a body are:

1. Draw the free body diagram.

2. Write the equilibrium equations.

3. Solve the equations for the unknowns.

Calculation:

FBD of assembly

International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 7, Problem 7.4P , additional homework tip  2

Assume NA,NC as the reaction force at point A and C.

Assume FA,FC as the friction force at point A and C.

For the equilibrium of entire section, the bending moment about point A is equal to zero.

  MA=0

  FC((48in)cosθ)(8lb)((12in)cosθ)(10lb)((36in)cosθ)=0

Solve

  48FC96360=0FC=9.5lb

Write equilibrium equation in vertical direction.

  Fy=0

  FA+FC(8lb)(10lb)=0FA=8.5lb

Write equilibrium equation in horizontal direction.

  Fx=0

  NANC=0NA=NC

The impending sliding will first occur at point C.

  FCNC>FANA

The reaction force NC at point C

  NC=FC0.25=9.5lb0.25=38lb

FBD of bar BC

International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 7, Problem 7.4P , additional homework tip  3

For the equilibrium of above section, the bending moment about point B is equal to zero.

  MB=0

  FC(( 24in)cosθ)NC(( 24in)sinθ)(10lb)(( 12in)cosθ)=09.5(24cosθ)38(24sinθ)10(12cosθ)=0108cosθ912sinθ=0

Therefore

  θ=tan1( 108 912)=6.75°

Conclusion:

The largest angle θ is equal to 6.75°.

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Chapter 7 Solutions

International Edition---engineering Mechanics: Statics, 4th Edition

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