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 5, Problem 5.49P

Determine the reactions at ball-and-socket joints D, E, and F of the space truss shown. Express the answers in vector form.

Chapter 5, Problem 5.49P, Determine the reactions at ball-and-socket joints D, E, and F of the space truss shown. Express the

Expert Solution & Answer
Check Mark
To determine

Reaction at D, E and F.

Answer to Problem 5.49P

  RD=100i^+100j^+5900k^ lb, RE=8000j^ lb, RF=8000j^ lb.

Explanation of Solution

Given Information:

The follwing truss with ball and socket joint at D, E and F is given,

  International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 5, Problem 5.49P , additional homework tip  1

Calculation:

Draw free body diagram of as shown in following figure,

  International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 5, Problem 5.49P , additional homework tip  2

Forces and corresponding position vectors are listed in the following table,

    ForcePosition vector
    A=6000k^rA=4.5i^+6j^
    FDA=FDAj^  rD=4.5i^
    FDB=FDB[4.5i^+6j^ (4.5) 2+ 6 2]  rD=4.5i^
    FDC=FDC[4.5i^+6j^+4.5k^ (4.5) 2+ 6 2+ 4.5 2]  rD=4.5i^
    FEB=FEBj^rE=0
    FEC=FEC[6j^+4.5k^ 6 2+ 4.5 2]rE=0
    FFC=FFCj^rF=4.5k^

Take equilibrium of moments about origin as,

  M=0rA×A+rD×{FDA+FDB+FDC}+rE×{FEC+FEB}+rF×FFC=0(4.5i^+6j^)×(6000k^)+(4.5i^)×{( F DA j ^)+( F DB[ 4.5 i ^ +6 j ^ (4.5) 2 + 6 2 ])+( F DC[ 4.5 i ^ +6 j ^ +4.5 k ^ (4.5) 2 + 6 2 + 4.5 2 ])}+(0)×{( F EB j ^)+( F EC[ 6 j ^ +4.5 k ^ 6 2 + 4.5 2 ])}+(4.5k^)×(F FCj^)=0

Above vector equations gives following scalars equations,

  360004.5FFC=0                 ...(1)270002.21FDC=0                 ...(2)4.5FDA+3.5FDB+2.97FDC=0                 ...(3)

Take equilibrium of forces as,

  F=0A+{FDA+FDB+FDC}+{FEC+FEB}+FFC=0(6000k^)+{( F DA j ^)+( F DB[ 4.5 i ^ +6 j ^ (4.5) 2 + 6 2 ])+( F DC[ 4.5 i ^ +6 j ^ +4.5 k ^ (4.5) 2 + 6 2 + 4.5 2 ])}+{( F EB j ^)+( F EC[ 6 j ^ +4.5 k ^ 6 2 + 4.5 2 ])}+(F FCj^)=0

Above vector equations gives following scalars equations,

  0.58FDB0.49FDC=0                 ...(4)FDA+0.78FDB+0.66FDC+0.78FEC+FEB+FFC=0                 ...(5)6000+0.49FDC+0.58FEC=0                 ...(6)

Solve equations (1-6) to get

  FDA=13 lb, FDB=10000 lb, FDC=12000 lb, FEC=0FEB=8000 lb, FFC=8000 lb

Calculate reaction at D as,

  RD=FDA+FDB+FDC=100i^+100j^+5900k^ lb

Calculate reaction at E as,

  RE=FEC+FEB=8000j^ lb

Calculate reaction at F as,

  RF=FFC=8000j^ lb.

Conclusion:

Therefore, RD=100i^+100j^+5900k^ lb, RE=8000j^ lb, RF=8000j^ lb.

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Chapter 5 Solutions

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

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