6
Most read
10
Most read
24
Most read
3.4 Three-Dimensional
               Force Systems
For particle equilibrium
                ∑F = 0
Resolving into i, j, k components
    ∑Fxi + ∑Fyj + ∑Fzk = 0
Three scalar equations representing algebraic
sums of the x, y, z forces
                ∑Fxi = 0
                ∑Fyj = 0
                ∑Fzk = 0
3.4 Three-Dimensional
             Force Systems
Make use of the three scalar equations
to solve for unknowns such as angles
or magnitudes of forces
3.4 Three-Dimensional Force
          Systems
              Ring at A subjected to
              force from hook and
              forces from each of the
              three chains
              Hook force = weight of
              the electromagnet and
              the load, denoted as W
              Three scalars equations
              applied to FBD to
              determine FB, FC and FD
3.4 Three-Dimensional
                Force Systems
  Procedure for Analysis
Free-body Diagram
- Establish the z, y, z axes in any suitable
  orientation
- Label all known and unknown force
  magnitudes and directions
- Sense of a force with unknown
  magnitude can be assumed
3.4 Three-Dimensional
                  Force Systems
  Procedure for Analysis
Equations of Equilibrium
- Apply ∑Fx = 0, ∑Fy = 0 and ∑Fz = 0 when forces
  can be easily resolved into x, y, z components
- When geometry appears difficult, express each
  force as a Cartesian vector. Substitute vectors
  into ∑F = 0 and set i, j, k components = 0
- Negative results indicate that the sense of the
  force is opposite to that shown in the FBD.
3.4 Three-Dimensional
                  Force Systems
Example 3.5
A 90N load is suspended from the hook. The
load is supported by two cables and a spring
having a stiffness k = 500N/m.
Determine the force in the
cables and the stretch of the
spring for equilibrium. Cable
AD lies in the x-y plane and
cable AC lies in the x-z plane.
3.4 Three-Dimensional
                Force Systems
Solution
FBD at Point A
- Point A chosen as the forces are
  concurrent at this point
3.4 Three-Dimensional
                    Force Systems
Solution
Equations   of Equilibrium,
∑Fx = 0;     FDsin30° - (4/5)FC = 0
∑Fy = 0;     -FDcos30° + FB = 0
∑Fz = 0;     (3/5)FC – 90N = 0

Solving,
                  FC = 150N
                  FD = 240N
                  FB = 208N
3.4 Three-Dimensional
                Force Systems
Solution
For the stretch of the spring,
            FB = ksAB
            208N = 500N/m(sAB)
            sAB = 0.416m
3.4 Three-Dimensional
                    Force Systems
Example 3.6
Determine the magnitude
and coordinate direction
angles of force F that are
required for equilibrium of
the particle O.
3.4 Three-Dimensional
                    Force Systems
Solution
FBD at Point O
- Four forces acting on
  particle O
3.4 Three-Dimensional
                 Force Systems
Solution
Equations of Equilibrium
Expressing each forces in Cartesian vectors,
      F1 = {400j} N
      F2 = {-800k} N
      F3 = F3(rB / rB)
      = {-200i – 300j + 600k } N
       F = Fxi + Fyj + Fzk
3.4 Three-Dimensional
                 Force Systems
Solution
For equilibrium,
∑F = 0;      F1 + F2 + F3 + F = 0
400j - 800k - 200i – 300j + 600k
                        + Fxi + Fyj + Fzk = 0
∑Fx = 0; - 200          + Fx = 0          Fx =
  200N
∑Fy = 0; 400 – 300 + Fy = 0         Fy = -100N
∑Fz = 0; - 800 + 600 + Fz = 0 Fz = 200N
3.4 Three-Dimensional Force
           Systems
Solution
 r     r        r       r
F = {200i − 100 j − 200k }N
 r
F = (200 )2 + (− 100 )2 + (200 )2 = 300 N
      r
r    F 200 r 100 r 200 r
uF = r =      i−      j−      k
     F 300        300     300
        −1 200 
α = cos         = 48.2o
           300 
            − 100 
β = cos −1
                  = 109o
           300 
γ = cos −1
            200        o
                = 48.2
           300 
3.4 Three-Dimensional
               Force Systems
Example 3.7
Determine the force
developed in each cable
used to support the 40kN
(≈ 4 tonne) crate.
3.4 Three-Dimensional
               Force Systems
Solution
FBD at Point A
- To expose all three
  unknown forces in the
  cables
3.4 Three-Dimensional
                 Force Systems
Solution
Equations of Equilibrium
Expressing each forces in Cartesian vectors,
      FB = FB(rB / rB)
      = -0.318FBi – 0.424FBj + 0.848FBk
      FC = FC (rC / rC)
      = -0.318FCi – 0.424FCj + 0.848FCk
      FD = FDi
      W = -40k
3.4 Three-Dimensional
                 Force Systems
Solution
For equilibrium,
∑F = 0;      FB + FC + FD + W = 0
-0.318FBi – 0.424FBj + 0.848FBk - 0.318FCi
             – 0.424FCj + 0.848FCk + FDi - 40k
  =0
∑Fx = 0;      -0.318FB - 0.318FC + FD = 0
∑Fy = 0; – 0.424FB – 0.424FC = 0
∑Fz = 0; 0.848FB + 0.848FC - 40 = 0
3.4 Three-Dimensional
               Force Systems
Solution
Solving,
FB = FC = 23.6kN
FD = 15.0kN
3.4 Three-Dimensional
                    Force Systems
Example 3.6
The 100kg crate is
supported by three cords,
one of which is connected
to a spring. Determine the
tension in cords AC and
AD and stretch of the
spring.
3.4 Three-Dimensional
               Force Systems
Solution
FBD at Point A
- Weight of the crate = 100 (9.81) = 981
  N
- To expose all three
  unknown forces in the
  cables
3.4 Three-Dimensional
               Force Systems
Solution
Equations of Equilibrium
Expressing each forces in Cartesian
  vectors,
FB = FBi
FC = FCcos120°i + FCcos135°j –
  FCcos60°k
FD = -0.333FDi + 0.667FDj + 0.667FDk
W = -981k
3.4 Three-Dimensional
                 Force Systems
Solution
For equilibrium,
∑F = 0;      FB + FC + FD + W = 0
FBi + FCcos120°i + FCcos135°j – FCcos60°k
      -0.333FDi + 0.667FDj + 0.667FDk - 981k
  =0
∑Fx = 0; FB + FCcos120° - 0.333FD = 0
∑Fy = 0; FCcos135° + 0.667FD = 0
∑Fz = 0; FCcos60° + 0.667FD - 981 = 0
3.4 Three-Dimensional
                  Force Systems
Solution
Solving,
FB = 693.7N
FC = 813N
FD = 693.7N
For the stretch of the spring,
            FB = ks
            693.7N = 1500s
            s = 0.462m

More Related Content

PDF
Soluc porticos
PPT
Resultant of forces
PDF
Chapter 6-structural-analysis-8th-edition-solution
PPT
Engineering Mechanics Ch 1 Force System.ppt
DOCX
Truss examples
PPTX
Rigid body equilibrium
PDF
Chapter 4-internal loadings developed in structural members
PPTX
equilibrium-of-rigid-body
Soluc porticos
Resultant of forces
Chapter 6-structural-analysis-8th-edition-solution
Engineering Mechanics Ch 1 Force System.ppt
Truss examples
Rigid body equilibrium
Chapter 4-internal loadings developed in structural members
equilibrium-of-rigid-body

What's hot (20)

DOCX
Friction full
PDF
Engineering Mechanics
PDF
Chapter 5
PDF
Mechanics of Materials 8th Edition R.C. Hibbeler
PPT
7 problems of newton law
PDF
Hydrostatic forces on plane surfaces
PPT
Shear And Moment Diagrams
PPTX
03 rigid-body-27-maret-2014
PPTX
Kinetics of particles work and energy
PDF
9789810682460 sm 05
PPT
Free body diagrams
PPTX
COPLANNER & NON-CONCURRENT FORCES
PDF
6 stress on trusses
PDF
Hibbeler chapter5
PPT
Trusses The Method Of Sections
PPTX
Elastic beams
PPT
Statics
PPTX
Equilibrium & Equation of Equilibrium : 2 D (ID no:10.01.03.014)
Friction full
Engineering Mechanics
Chapter 5
Mechanics of Materials 8th Edition R.C. Hibbeler
7 problems of newton law
Hydrostatic forces on plane surfaces
Shear And Moment Diagrams
03 rigid-body-27-maret-2014
Kinetics of particles work and energy
9789810682460 sm 05
Free body diagrams
COPLANNER & NON-CONCURRENT FORCES
6 stress on trusses
Hibbeler chapter5
Trusses The Method Of Sections
Elastic beams
Statics
Equilibrium & Equation of Equilibrium : 2 D (ID no:10.01.03.014)
Ad

Similar to 6161103 3.4 three dimensional force systems (20)

PDF
Chapter 3
PDF
6161103 4.9 further reduction of a force and couple system
PDF
6161103 3.3 coplanar systems
PDF
Mech chapter 03
PPTX
ME 245_ 2.pptx
PPT
intro.ppt
PDF
6161103 6.4 the method of sections
PPT
chapter1and2.ppt
PPT
PDF
Gr
PDF
6161103 4.8 resultants of a force and couple system
PDF
Equilibrium 3
PDF
Ks
PDF
Module 7
PDF
Mekanikateknik 140330175907-phpapp01
PDF
Mekanika teknik
PDF
Lecture slide on Equilibrium of a Particle.pdf
PDF
6161103 2.3 vector addition of forces
PPT
Lecture 5 (46)
PPTX
Free body diagram of mechanics _ppt.pptx
Chapter 3
6161103 4.9 further reduction of a force and couple system
6161103 3.3 coplanar systems
Mech chapter 03
ME 245_ 2.pptx
intro.ppt
6161103 6.4 the method of sections
chapter1and2.ppt
Gr
6161103 4.8 resultants of a force and couple system
Equilibrium 3
Ks
Module 7
Mekanikateknik 140330175907-phpapp01
Mekanika teknik
Lecture slide on Equilibrium of a Particle.pdf
6161103 2.3 vector addition of forces
Lecture 5 (46)
Free body diagram of mechanics _ppt.pptx
Ad

More from etcenterrbru (20)

PDF
บทที่ 11 การสื่อสารการตลาด
PDF
บทที่ 8 การขายโดยบุคคล
PDF
บทที่ 7 การประชาสัมพันธ์
PDF
6161103 11.7 stability of equilibrium
PDF
6161103 11.3 principle of virtual work for a system of connected rigid bodies
PDF
6161103 11 virtual work
PDF
6161103 10.9 mass moment of inertia
PDF
6161103 10.8 mohr’s circle for moments of inertia
PDF
6161103 10.7 moments of inertia for an area about inclined axes
PDF
6161103 10.6 inertia for an area
PDF
6161103 10.5 moments of inertia for composite areas
PDF
6161103 10.4 moments of inertia for an area by integration
PDF
6161103 10.10 chapter summary and review
PDF
6161103 9.2 center of gravity and center of mass and centroid for a body
PDF
6161103 9.6 fluid pressure
PDF
6161103 9.3 composite bodies
PDF
6161103 9.7 chapter summary and review
PDF
6161103 8.4 frictional forces on screws
PDF
6161103 8.3 wedges
PDF
6161103 8.2 problems involving dry friction
บทที่ 11 การสื่อสารการตลาด
บทที่ 8 การขายโดยบุคคล
บทที่ 7 การประชาสัมพันธ์
6161103 11.7 stability of equilibrium
6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11 virtual work
6161103 10.9 mass moment of inertia
6161103 10.8 mohr’s circle for moments of inertia
6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.6 inertia for an area
6161103 10.5 moments of inertia for composite areas
6161103 10.4 moments of inertia for an area by integration
6161103 10.10 chapter summary and review
6161103 9.2 center of gravity and center of mass and centroid for a body
6161103 9.6 fluid pressure
6161103 9.3 composite bodies
6161103 9.7 chapter summary and review
6161103 8.4 frictional forces on screws
6161103 8.3 wedges
6161103 8.2 problems involving dry friction

Recently uploaded (20)

PDF
African Communication Research: A review
PPTX
Why I Am A Baptist, History of the Baptist, The Baptist Distinctives, 1st Bap...
PPTX
Designing Adaptive Learning Paths in Virtual Learning Environments
PPT
hemostasis and its significance, physiology
PDF
Fun with Grammar (Communicative Activities for the Azar Grammar Series)
PPTX
principlesofmanagementsem1slides-131211060335-phpapp01 (1).ppt
PPTX
UNIT_2-__LIPIDS[1].pptx.................
PDF
0520_Scheme_of_Work_(for_examination_from_2021).pdf
PDF
Hospital Case Study .architecture design
PPTX
pharmaceutics-1unit-1-221214121936-550b56aa.pptx
PDF
Diabetes Mellitus , types , clinical picture, investigation and managment
PDF
Disorder of Endocrine system (1).pdfyyhyyyy
PDF
Lecture on Viruses: Structure, Classification, Replication, Effects on Cells,...
PDF
Health aspects of bilberry: A review on its general benefits
PDF
Chevening Scholarship Application and Interview Preparation Guide
PDF
Farming Based Livelihood Systems English Notes
PDF
anganwadi services for the b.sc nursing and GNM
PPTX
2025 High Blood Pressure Guideline Slide Set.pptx
PPTX
Theoretical for class.pptxgshdhddhdhdhgd
PDF
FYJC - Chemistry textbook - standard 11.
African Communication Research: A review
Why I Am A Baptist, History of the Baptist, The Baptist Distinctives, 1st Bap...
Designing Adaptive Learning Paths in Virtual Learning Environments
hemostasis and its significance, physiology
Fun with Grammar (Communicative Activities for the Azar Grammar Series)
principlesofmanagementsem1slides-131211060335-phpapp01 (1).ppt
UNIT_2-__LIPIDS[1].pptx.................
0520_Scheme_of_Work_(for_examination_from_2021).pdf
Hospital Case Study .architecture design
pharmaceutics-1unit-1-221214121936-550b56aa.pptx
Diabetes Mellitus , types , clinical picture, investigation and managment
Disorder of Endocrine system (1).pdfyyhyyyy
Lecture on Viruses: Structure, Classification, Replication, Effects on Cells,...
Health aspects of bilberry: A review on its general benefits
Chevening Scholarship Application and Interview Preparation Guide
Farming Based Livelihood Systems English Notes
anganwadi services for the b.sc nursing and GNM
2025 High Blood Pressure Guideline Slide Set.pptx
Theoretical for class.pptxgshdhddhdhdhgd
FYJC - Chemistry textbook - standard 11.

6161103 3.4 three dimensional force systems

  • 1. 3.4 Three-Dimensional Force Systems For particle equilibrium ∑F = 0 Resolving into i, j, k components ∑Fxi + ∑Fyj + ∑Fzk = 0 Three scalar equations representing algebraic sums of the x, y, z forces ∑Fxi = 0 ∑Fyj = 0 ∑Fzk = 0
  • 2. 3.4 Three-Dimensional Force Systems Make use of the three scalar equations to solve for unknowns such as angles or magnitudes of forces
  • 3. 3.4 Three-Dimensional Force Systems Ring at A subjected to force from hook and forces from each of the three chains Hook force = weight of the electromagnet and the load, denoted as W Three scalars equations applied to FBD to determine FB, FC and FD
  • 4. 3.4 Three-Dimensional Force Systems Procedure for Analysis Free-body Diagram - Establish the z, y, z axes in any suitable orientation - Label all known and unknown force magnitudes and directions - Sense of a force with unknown magnitude can be assumed
  • 5. 3.4 Three-Dimensional Force Systems Procedure for Analysis Equations of Equilibrium - Apply ∑Fx = 0, ∑Fy = 0 and ∑Fz = 0 when forces can be easily resolved into x, y, z components - When geometry appears difficult, express each force as a Cartesian vector. Substitute vectors into ∑F = 0 and set i, j, k components = 0 - Negative results indicate that the sense of the force is opposite to that shown in the FBD.
  • 6. 3.4 Three-Dimensional Force Systems Example 3.5 A 90N load is suspended from the hook. The load is supported by two cables and a spring having a stiffness k = 500N/m. Determine the force in the cables and the stretch of the spring for equilibrium. Cable AD lies in the x-y plane and cable AC lies in the x-z plane.
  • 7. 3.4 Three-Dimensional Force Systems Solution FBD at Point A - Point A chosen as the forces are concurrent at this point
  • 8. 3.4 Three-Dimensional Force Systems Solution Equations of Equilibrium, ∑Fx = 0; FDsin30° - (4/5)FC = 0 ∑Fy = 0; -FDcos30° + FB = 0 ∑Fz = 0; (3/5)FC – 90N = 0 Solving, FC = 150N FD = 240N FB = 208N
  • 9. 3.4 Three-Dimensional Force Systems Solution For the stretch of the spring, FB = ksAB 208N = 500N/m(sAB) sAB = 0.416m
  • 10. 3.4 Three-Dimensional Force Systems Example 3.6 Determine the magnitude and coordinate direction angles of force F that are required for equilibrium of the particle O.
  • 11. 3.4 Three-Dimensional Force Systems Solution FBD at Point O - Four forces acting on particle O
  • 12. 3.4 Three-Dimensional Force Systems Solution Equations of Equilibrium Expressing each forces in Cartesian vectors, F1 = {400j} N F2 = {-800k} N F3 = F3(rB / rB) = {-200i – 300j + 600k } N F = Fxi + Fyj + Fzk
  • 13. 3.4 Three-Dimensional Force Systems Solution For equilibrium, ∑F = 0; F1 + F2 + F3 + F = 0 400j - 800k - 200i – 300j + 600k + Fxi + Fyj + Fzk = 0 ∑Fx = 0; - 200 + Fx = 0 Fx = 200N ∑Fy = 0; 400 – 300 + Fy = 0 Fy = -100N ∑Fz = 0; - 800 + 600 + Fz = 0 Fz = 200N
  • 14. 3.4 Three-Dimensional Force Systems Solution r r r r F = {200i − 100 j − 200k }N r F = (200 )2 + (− 100 )2 + (200 )2 = 300 N r r F 200 r 100 r 200 r uF = r = i− j− k F 300 300 300 −1 200  α = cos   = 48.2o  300  − 100  β = cos −1   = 109o  300  γ = cos −1 200  o   = 48.2  300 
  • 15. 3.4 Three-Dimensional Force Systems Example 3.7 Determine the force developed in each cable used to support the 40kN (≈ 4 tonne) crate.
  • 16. 3.4 Three-Dimensional Force Systems Solution FBD at Point A - To expose all three unknown forces in the cables
  • 17. 3.4 Three-Dimensional Force Systems Solution Equations of Equilibrium Expressing each forces in Cartesian vectors, FB = FB(rB / rB) = -0.318FBi – 0.424FBj + 0.848FBk FC = FC (rC / rC) = -0.318FCi – 0.424FCj + 0.848FCk FD = FDi W = -40k
  • 18. 3.4 Three-Dimensional Force Systems Solution For equilibrium, ∑F = 0; FB + FC + FD + W = 0 -0.318FBi – 0.424FBj + 0.848FBk - 0.318FCi – 0.424FCj + 0.848FCk + FDi - 40k =0 ∑Fx = 0; -0.318FB - 0.318FC + FD = 0 ∑Fy = 0; – 0.424FB – 0.424FC = 0 ∑Fz = 0; 0.848FB + 0.848FC - 40 = 0
  • 19. 3.4 Three-Dimensional Force Systems Solution Solving, FB = FC = 23.6kN FD = 15.0kN
  • 20. 3.4 Three-Dimensional Force Systems Example 3.6 The 100kg crate is supported by three cords, one of which is connected to a spring. Determine the tension in cords AC and AD and stretch of the spring.
  • 21. 3.4 Three-Dimensional Force Systems Solution FBD at Point A - Weight of the crate = 100 (9.81) = 981 N - To expose all three unknown forces in the cables
  • 22. 3.4 Three-Dimensional Force Systems Solution Equations of Equilibrium Expressing each forces in Cartesian vectors, FB = FBi FC = FCcos120°i + FCcos135°j – FCcos60°k FD = -0.333FDi + 0.667FDj + 0.667FDk W = -981k
  • 23. 3.4 Three-Dimensional Force Systems Solution For equilibrium, ∑F = 0; FB + FC + FD + W = 0 FBi + FCcos120°i + FCcos135°j – FCcos60°k -0.333FDi + 0.667FDj + 0.667FDk - 981k =0 ∑Fx = 0; FB + FCcos120° - 0.333FD = 0 ∑Fy = 0; FCcos135° + 0.667FD = 0 ∑Fz = 0; FCcos60° + 0.667FD - 981 = 0
  • 24. 3.4 Three-Dimensional Force Systems Solution Solving, FB = 693.7N FC = 813N FD = 693.7N For the stretch of the spring, FB = ks 693.7N = 1500s s = 0.462m