SlideShare a Scribd company logo
2.3 Vector Addition of Forces
When two or more forces are added,
successive applications of the
parallelogram law is carried out to find the
resultant
Eg: Forces F1, F2 and F3 acts at a point O
- First, find resultant of
 F1 + F2
- Resultant,
FR = ( F1 + F2 ) + F3
2.3 Vector Addition of Forces
Example
Fa and Fb are forces exerting on the hook.

  Resultant, Fc can be found using the
  parallelogram law
   Lines parallel to a and b
from the heads of Fa and Fb are
drawn to form a parallelogram
   Similarly, given Fc, Fa and Fb
can be found
2.3 Vector Addition of Forces
Procedure for Analysis
  Parallelogram Law
 - Make a sketch using the parallelogram law
 - Two components forces add to form the
 resultant force
 - Resultant force is shown by the diagonal of the
 parallelogram
 - The components is shown by the sides of the
 parallelogram
2.3 Vector Addition of Forces
Procedure for Analysis
 Parallelogram Law
 To resolve a force into components along
 two axes directed from the tail of the force
 - Start at the head, constructing lines
 parallel to the axes
 - Label all the known and unknown force
 magnitudes and angles
 - Identify the two unknown components
2.3 Vector Addition of Forces
Procedure for Analysis
  Trigonometry
 - Redraw half portion of the parallelogram
 - Magnitude of the resultant force can be
 determined by the law of cosines
 - Direction if the resultant force can be
 determined by the law of sines
2.3 Vector Addition of Forces
Procedure for Analysis
  Trigonometry
 - Magnitude of the two components can be
 determined by the law of sines
2.3 Vector Addition of Forces
Example 2.1
The screw eye is subjected to two forces F1
and F2. Determine the
magnitude and direction
of the resultant force.
2.3 Vector Addition of Forces
Solution
Parallelogram Law
Unknown: magnitude of
FR and angle θ
2.3 Vector Addition of Forces

Solution
Trigonometry
Law of Cosines
FR =   (100 N )2 + (150 N )2 − 2(100 N )(150 N ) cos115o
=   10000 + 22500 − 30000(− 0.4226 )
= 212.6 N
= 213 N
2.3 Vector Addition of Forces

Solution
Trigonometry
Law of Sines
150 N 212.6 N
       =
 sin θ sin 115o
         150 N
sin θ =         (0.9063)
        212.6 N
sin θ = 39.8o
2.3 Vector Addition of Forces

Solution
Trigonometry
Direction Φ of FR measured from the horizontal

φ = 39.8 + 15
         o      o


= 54.8o ∠φ
2.3 Vector Addition of Forces
Example 2.2
Resolve the 1000 N ( ≈ 100kg) force
acting on the pipe into the components in the
(a) x and y directions,
(b) and (b) x’ and y
directions.
2.3 Vector Addition of Forces

Solution
(a) Parallelogram Law
      F = Fx + Fy
From the vector diagram,

Fx = 1000 cos 40o = 766 N
Fy = 1000 sin 40o = 643 N
2.3 Vector Addition of Forces

Solution
(b) Parallelogram Law

     F = Fx + Fy '
2.3 Vector Addition of Forces

     Solution
     (b) Law of Sines
           Fx '     1000 N
                  =
         sin 50o sin 60o
                        sin 50o 
         Fx ' = 1000 N 
                        sin 60o  = 884.6 N
                                 
                                
           Fy       1000 N
                o
                  =
         sin 70     sin 60o
                       sin 70o 
         Fy = 1000 N  sin 60o  = 1085 N
                                
                               
NOTE: A rough sketch drawn to scale will give some idea of the
relative magnitude of the components, as calculated here.
2.3 Vector Addition of Forces
Example 2.3
The force F acting on the frame
has a magnitude of 500N and is
to be resolved into two components
acting along the members AB and
AC. Determine the angle θ,
measured below the horizontal,
so that components FAC is directed
from A towards C and has a
magnitude of 400N.
2.3 Vector Addition of Forces

Solution
Parallelogram Law
500 N = FAB + FAC
2.3 Vector Addition of Forces

Solution
Law of Sines
 400 N 500 N
      =
 sin φ sin 60o
          400 N 
 sin φ =         sin 60
                          o

          500 N 
 sin φ = 0.6928
 φ = 43.9o
2.3 Vector Addition of Forces

Solution
Hence,
                              θ
θ = 180 − 60 − 43.9 = 76.1 ∠
         o   o     o      o




By Law of Cosines or
Law of Sines
Hence, show that FAB
has a magnitude of 561N
2.3 Vector Addition of Forces
Solution
  F can be directed at an angle θ above the horizontal
  to produce the component FAC. Hence, show that
  θ = 16.1° and FAB = 161N
2.3 Vector Addition of Forces
Example 2.4
The ring is subjected to two forces
F1 and F2. If it is required that the
resultant force have a magnitude of
1kN and be directed vertically
downward, determine
(a) magnitude of F1 and F2
    provided θ = 30°, and
(b) the magnitudes of F1 and F2 if
    F2 is to be a minimum.
2.3 Vector Addition of Forces
Solution
(a) Parallelogram Law
Unknown: Forces F1 and F2
2.3 Vector Addition of Forces

Solution
Law of Sines
   F1      1000 N
       o
         =
sin 30     sin 130o
F1 = 643N
  F2       1000 N
       o
         =
sin 20     sin 130o
F2 = 446 N
2.3 Vector Addition of Forces

Solution
(b) Minimum length of F2 occur
    when its line of action is
    perpendicular to F1. Hence
    when

       θ = 90o − 20o = 70o


   F2 is a minimum
2.3 Vector Addition of Forces

Solution
(b) From the vector
    diagram

   F1 = 1000 sin 70o N = 940 N
   F2 = 1000 cos 70o N = 342 N

More Related Content

What's hot

Kinetics of particles work and energy
Kinetics of particles work and energyKinetics of particles work and energy
Kinetics of particles work and energy
Grace Palermo
 
Triangle law of vector addition
Triangle law of vector additionTriangle law of vector addition
Triangle law of vector addition
Lauragibbo1
 
6161103 5.4 two and three-force members
6161103 5.4 two  and three-force members6161103 5.4 two  and three-force members
6161103 5.4 two and three-force members
etcenterrbru
 
Torque
TorqueTorque
Torque
Rajal Pandya
 
Statics Mechanics of Materials 4th Edition Hibbeler Solutions Manual
Statics Mechanics of Materials 4th Edition Hibbeler Solutions ManualStatics Mechanics of Materials 4th Edition Hibbeler Solutions Manual
Statics Mechanics of Materials 4th Edition Hibbeler Solutions Manual
byrunugy
 
Hibbeler Statics solution - Chapter 7 (2)
Hibbeler Statics solution - Chapter 7 (2)Hibbeler Statics solution - Chapter 7 (2)
Hibbeler Statics solution - Chapter 7 (2)
meritonberisha50702
 
Structures and Materials- Section 1 Statics
Structures and Materials- Section 1 StaticsStructures and Materials- Section 1 Statics
Structures and Materials- Section 1 Statics
The Engineering Centre for Excellence in Teaching and Learning
 
Solutions manual for engineering mechanics dynamics 13th edition by hibbeler
Solutions manual for engineering mechanics dynamics 13th edition by hibbelerSolutions manual for engineering mechanics dynamics 13th edition by hibbeler
Solutions manual for engineering mechanics dynamics 13th edition by hibbeler
table3252
 
Module 2 (forms of energy) 2021 2022
Module 2 (forms of energy) 2021   2022Module 2 (forms of energy) 2021   2022
Module 2 (forms of energy) 2021 2022
Yuri Melliza
 
Chapter 2: Two dimenstional force systems: DBU-MESA
Chapter 2:  Two dimenstional  force systems: DBU-MESAChapter 2:  Two dimenstional  force systems: DBU-MESA
Chapter 2: Two dimenstional force systems: DBU-MESA
Yitagesu Ethiopia
 
Chapter 2 basic structure concepts
Chapter 2  basic structure conceptsChapter 2  basic structure concepts
Chapter 2 basic structure concepts
Simon Foo
 
Chapter 2
Chapter 2Chapter 2
Chapter 2
ömer demir
 
6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a line6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a line
etcenterrbru
 
moments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khanmoments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khan
Self-employed
 
Deflection and member deformation
Deflection and member deformationDeflection and member deformation
Deflection and member deformation
Mahmoud Youssef Abido
 
Shear Force and Bending moment Diagram
Shear Force and Bending moment DiagramShear Force and Bending moment Diagram
Shear Force and Bending moment Diagram
Ashish Mishra
 
structure problems
structure problemsstructure problems
structure problems
cairo university
 
6161103 9.2 center of gravity and center of mass and centroid for a body
6161103 9.2 center of gravity and center of mass and centroid for a body6161103 9.2 center of gravity and center of mass and centroid for a body
6161103 9.2 center of gravity and center of mass and centroid for a body
etcenterrbru
 
Applied mechanics
Applied mechanicsApplied mechanics
Applied mechanics
Pralhad Kore
 
Chapter 03 MECHANICS OF MATERIAL
Chapter 03 MECHANICS OF MATERIALChapter 03 MECHANICS OF MATERIAL
Chapter 03 MECHANICS OF MATERIAL
abu_mlk
 

What's hot (20)

Kinetics of particles work and energy
Kinetics of particles work and energyKinetics of particles work and energy
Kinetics of particles work and energy
 
Triangle law of vector addition
Triangle law of vector additionTriangle law of vector addition
Triangle law of vector addition
 
6161103 5.4 two and three-force members
6161103 5.4 two  and three-force members6161103 5.4 two  and three-force members
6161103 5.4 two and three-force members
 
Torque
TorqueTorque
Torque
 
Statics Mechanics of Materials 4th Edition Hibbeler Solutions Manual
Statics Mechanics of Materials 4th Edition Hibbeler Solutions ManualStatics Mechanics of Materials 4th Edition Hibbeler Solutions Manual
Statics Mechanics of Materials 4th Edition Hibbeler Solutions Manual
 
Hibbeler Statics solution - Chapter 7 (2)
Hibbeler Statics solution - Chapter 7 (2)Hibbeler Statics solution - Chapter 7 (2)
Hibbeler Statics solution - Chapter 7 (2)
 
Structures and Materials- Section 1 Statics
Structures and Materials- Section 1 StaticsStructures and Materials- Section 1 Statics
Structures and Materials- Section 1 Statics
 
Solutions manual for engineering mechanics dynamics 13th edition by hibbeler
Solutions manual for engineering mechanics dynamics 13th edition by hibbelerSolutions manual for engineering mechanics dynamics 13th edition by hibbeler
Solutions manual for engineering mechanics dynamics 13th edition by hibbeler
 
Module 2 (forms of energy) 2021 2022
Module 2 (forms of energy) 2021   2022Module 2 (forms of energy) 2021   2022
Module 2 (forms of energy) 2021 2022
 
Chapter 2: Two dimenstional force systems: DBU-MESA
Chapter 2:  Two dimenstional  force systems: DBU-MESAChapter 2:  Two dimenstional  force systems: DBU-MESA
Chapter 2: Two dimenstional force systems: DBU-MESA
 
Chapter 2 basic structure concepts
Chapter 2  basic structure conceptsChapter 2  basic structure concepts
Chapter 2 basic structure concepts
 
Chapter 2
Chapter 2Chapter 2
Chapter 2
 
6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a line6161103 2.8 force vector directed along a line
6161103 2.8 force vector directed along a line
 
moments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khanmoments couples and force couple systems by ahmad khan
moments couples and force couple systems by ahmad khan
 
Deflection and member deformation
Deflection and member deformationDeflection and member deformation
Deflection and member deformation
 
Shear Force and Bending moment Diagram
Shear Force and Bending moment DiagramShear Force and Bending moment Diagram
Shear Force and Bending moment Diagram
 
structure problems
structure problemsstructure problems
structure problems
 
6161103 9.2 center of gravity and center of mass and centroid for a body
6161103 9.2 center of gravity and center of mass and centroid for a body6161103 9.2 center of gravity and center of mass and centroid for a body
6161103 9.2 center of gravity and center of mass and centroid for a body
 
Applied mechanics
Applied mechanicsApplied mechanics
Applied mechanics
 
Chapter 03 MECHANICS OF MATERIAL
Chapter 03 MECHANICS OF MATERIALChapter 03 MECHANICS OF MATERIAL
Chapter 03 MECHANICS OF MATERIAL
 

Viewers also liked

6161103 2.9 dot product
6161103 2.9 dot product6161103 2.9 dot product
6161103 2.9 dot product
etcenterrbru
 
]Trial kedah spm 2012 physics [70 c85257]
]Trial kedah spm 2012 physics [70 c85257]]Trial kedah spm 2012 physics [70 c85257]
]Trial kedah spm 2012 physics [70 c85257]
Nor Zawani Halim
 
Chapter 1 Mechanics
Chapter 1 MechanicsChapter 1 Mechanics
Chapter 1 Mechanics
Azmizi Abdullah
 
9702 w16 ms_all
9702 w16 ms_all9702 w16 ms_all
9702 w16 ms_all
Sajit Chandra Shakya
 
Mechanics ppt 1
Mechanics ppt 1Mechanics ppt 1
Mechanics ppt 1
IB School
 
Solution manual for mechanics of materials 10th edition hibbeler sample
Solution manual for mechanics of materials 10th edition hibbeler  sampleSolution manual for mechanics of materials 10th edition hibbeler  sample
Solution manual for mechanics of materials 10th edition hibbeler sample
zammok
 
Physics - Chapter 6 - Momentum and Collisions
Physics - Chapter 6 - Momentum and CollisionsPhysics - Chapter 6 - Momentum and Collisions
Physics - Chapter 6 - Momentum and Collisions
JPoilek
 
Physics: Mechanics
Physics: MechanicsPhysics: Mechanics
Physics: Mechanics
Dennis Lam
 
solution manual of mechanics of material by beer johnston
solution manual of mechanics of material by beer johnstonsolution manual of mechanics of material by beer johnston
solution manual of mechanics of material by beer johnston
Zia ur rahman
 
Impulse and momentum(physics)
Impulse and momentum(physics)Impulse and momentum(physics)
Impulse and momentum(physics)
Nikol Cervas
 
Electricity and Magnetism - Basic Concepts
Electricity and Magnetism - Basic ConceptsElectricity and Magnetism - Basic Concepts
Electricity and Magnetism - Basic Concepts
KANNAN
 
Engineering Mechanics
Engineering MechanicsEngineering Mechanics
Engineering Mechanics
Krishna Chaitanya Mummareddy
 

Viewers also liked (12)

6161103 2.9 dot product
6161103 2.9 dot product6161103 2.9 dot product
6161103 2.9 dot product
 
]Trial kedah spm 2012 physics [70 c85257]
]Trial kedah spm 2012 physics [70 c85257]]Trial kedah spm 2012 physics [70 c85257]
]Trial kedah spm 2012 physics [70 c85257]
 
Chapter 1 Mechanics
Chapter 1 MechanicsChapter 1 Mechanics
Chapter 1 Mechanics
 
9702 w16 ms_all
9702 w16 ms_all9702 w16 ms_all
9702 w16 ms_all
 
Mechanics ppt 1
Mechanics ppt 1Mechanics ppt 1
Mechanics ppt 1
 
Solution manual for mechanics of materials 10th edition hibbeler sample
Solution manual for mechanics of materials 10th edition hibbeler  sampleSolution manual for mechanics of materials 10th edition hibbeler  sample
Solution manual for mechanics of materials 10th edition hibbeler sample
 
Physics - Chapter 6 - Momentum and Collisions
Physics - Chapter 6 - Momentum and CollisionsPhysics - Chapter 6 - Momentum and Collisions
Physics - Chapter 6 - Momentum and Collisions
 
Physics: Mechanics
Physics: MechanicsPhysics: Mechanics
Physics: Mechanics
 
solution manual of mechanics of material by beer johnston
solution manual of mechanics of material by beer johnstonsolution manual of mechanics of material by beer johnston
solution manual of mechanics of material by beer johnston
 
Impulse and momentum(physics)
Impulse and momentum(physics)Impulse and momentum(physics)
Impulse and momentum(physics)
 
Electricity and Magnetism - Basic Concepts
Electricity and Magnetism - Basic ConceptsElectricity and Magnetism - Basic Concepts
Electricity and Magnetism - Basic Concepts
 
Engineering Mechanics
Engineering MechanicsEngineering Mechanics
Engineering Mechanics
 

Similar to 6161103 2.3 vector addition of forces

Resultant of a system of forces
Resultant of a system of forcesResultant of a system of forces
Resultant of a system of forces
Jude Jay
 
chapter1and2.ppt
chapter1and2.pptchapter1and2.ppt
chapter1and2.ppt
RanaUmair74
 
6161103 Ch02b
6161103 Ch02b6161103 Ch02b
6161103 Ch02b
etcenterrbru
 
6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectors6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectors
etcenterrbru
 
Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)
all_engineering
 
22564 emd 2.0 direct and bending
22564 emd 2.0 direct and bending22564 emd 2.0 direct and bending
22564 emd 2.0 direct and bending
GovernmentPolytechni7
 
ME 245_ 2.pptx
ME 245_ 2.pptxME 245_ 2.pptx
ME 245_ 2.pptx
LendryNorman
 
Chapter2 part2
Chapter2 part2Chapter2 part2
Chapter2 part2
Jabri Juhinin
 
Ks
KsKs
Ks
hitusp
 
6161103 2.4 addition of a system
6161103 2.4 addition of a system6161103 2.4 addition of a system
6161103 2.4 addition of a system
etcenterrbru
 
2-vector operation and force analysis.ppt
2-vector operation and force analysis.ppt2-vector operation and force analysis.ppt
2-vector operation and force analysis.ppt
RanaUmair74
 
Capitulo2
Capitulo2Capitulo2
Capitulo2
Ezequiel Flores
 
Mekanika teknik
Mekanika teknikMekanika teknik
Mekanika teknik
restuputraku5
 
Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01
frans2014
 
Equilibrium
EquilibriumEquilibrium
Equilibrium
wallflower018
 
Vector lesson and problems
Vector lesson and problemsVector lesson and problems
Vector lesson and problems
John Trinh
 
6161103 3.4 three dimensional force systems
6161103 3.4 three dimensional force systems6161103 3.4 three dimensional force systems
6161103 3.4 three dimensional force systems
etcenterrbru
 
Statics
StaticsStatics
Statics
Ramasubbu .P
 
Use the law of sines and law of cosines to determine the resultant force vect...
Use the law of sines and law of cosines to determine the resultant force vect...Use the law of sines and law of cosines to determine the resultant force vect...
Use the law of sines and law of cosines to determine the resultant force vect...
shaifulawie77
 
Chapter 3
Chapter 3Chapter 3
Chapter 3
homari95
 

Similar to 6161103 2.3 vector addition of forces (20)

Resultant of a system of forces
Resultant of a system of forcesResultant of a system of forces
Resultant of a system of forces
 
chapter1and2.ppt
chapter1and2.pptchapter1and2.ppt
chapter1and2.ppt
 
6161103 Ch02b
6161103 Ch02b6161103 Ch02b
6161103 Ch02b
 
6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectors6161103 2.6 addition and subtraction of cartesian vectors
6161103 2.6 addition and subtraction of cartesian vectors
 
Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)Unit 2 mm9400 ver 1.1(2014)
Unit 2 mm9400 ver 1.1(2014)
 
22564 emd 2.0 direct and bending
22564 emd 2.0 direct and bending22564 emd 2.0 direct and bending
22564 emd 2.0 direct and bending
 
ME 245_ 2.pptx
ME 245_ 2.pptxME 245_ 2.pptx
ME 245_ 2.pptx
 
Chapter2 part2
Chapter2 part2Chapter2 part2
Chapter2 part2
 
Ks
KsKs
Ks
 
6161103 2.4 addition of a system
6161103 2.4 addition of a system6161103 2.4 addition of a system
6161103 2.4 addition of a system
 
2-vector operation and force analysis.ppt
2-vector operation and force analysis.ppt2-vector operation and force analysis.ppt
2-vector operation and force analysis.ppt
 
Capitulo2
Capitulo2Capitulo2
Capitulo2
 
Mekanika teknik
Mekanika teknikMekanika teknik
Mekanika teknik
 
Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01Mekanikateknik 140330175907-phpapp01
Mekanikateknik 140330175907-phpapp01
 
Equilibrium
EquilibriumEquilibrium
Equilibrium
 
Vector lesson and problems
Vector lesson and problemsVector lesson and problems
Vector lesson and problems
 
6161103 3.4 three dimensional force systems
6161103 3.4 three dimensional force systems6161103 3.4 three dimensional force systems
6161103 3.4 three dimensional force systems
 
Statics
StaticsStatics
Statics
 
Use the law of sines and law of cosines to determine the resultant force vect...
Use the law of sines and law of cosines to determine the resultant force vect...Use the law of sines and law of cosines to determine the resultant force vect...
Use the law of sines and law of cosines to determine the resultant force vect...
 
Chapter 3
Chapter 3Chapter 3
Chapter 3
 

More from etcenterrbru

บทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาดบทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาดetcenterrbru
 
บทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคลบทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคลetcenterrbru
 
บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์
etcenterrbru
 
6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium
etcenterrbru
 
6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodies6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodies
etcenterrbru
 
6161103 11 virtual work
6161103 11 virtual work6161103 11 virtual work
6161103 11 virtual work
etcenterrbru
 
6161103 10.9 mass moment of inertia
6161103 10.9 mass moment of inertia6161103 10.9 mass moment of inertia
6161103 10.9 mass moment of inertia
etcenterrbru
 
6161103 10.8 mohr’s circle for moments of inertia
6161103 10.8 mohr’s circle for moments of inertia6161103 10.8 mohr’s circle for moments of inertia
6161103 10.8 mohr’s circle for moments of inertia
etcenterrbru
 
6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.7 moments of inertia for an area about inclined axes6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.7 moments of inertia for an area about inclined axes
etcenterrbru
 
6161103 10.6 inertia for an area
6161103 10.6 inertia for an area6161103 10.6 inertia for an area
6161103 10.6 inertia for an area
etcenterrbru
 
6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areas6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areas
etcenterrbru
 
6161103 10.4 moments of inertia for an area by integration
6161103 10.4 moments of inertia for an area by integration6161103 10.4 moments of inertia for an area by integration
6161103 10.4 moments of inertia for an area by integration
etcenterrbru
 
6161103 10.10 chapter summary and review
6161103 10.10 chapter summary and review6161103 10.10 chapter summary and review
6161103 10.10 chapter summary and review
etcenterrbru
 
6161103 9.6 fluid pressure
6161103 9.6 fluid pressure6161103 9.6 fluid pressure
6161103 9.6 fluid pressure
etcenterrbru
 
6161103 9.3 composite bodies
6161103 9.3 composite bodies6161103 9.3 composite bodies
6161103 9.3 composite bodies
etcenterrbru
 
6161103 9.7 chapter summary and review
6161103 9.7 chapter summary and review6161103 9.7 chapter summary and review
6161103 9.7 chapter summary and review
etcenterrbru
 
6161103 8.4 frictional forces on screws
6161103 8.4 frictional forces on screws6161103 8.4 frictional forces on screws
6161103 8.4 frictional forces on screws
etcenterrbru
 
6161103 8.3 wedges
6161103 8.3 wedges6161103 8.3 wedges
6161103 8.3 wedges
etcenterrbru
 
6161103 8.2 problems involving dry friction
6161103 8.2 problems involving dry friction6161103 8.2 problems involving dry friction
6161103 8.2 problems involving dry friction
etcenterrbru
 
6161103 8.9 chapter summary and review
6161103 8.9 chapter summary and review6161103 8.9 chapter summary and review
6161103 8.9 chapter summary and review
etcenterrbru
 

More from etcenterrbru (20)

บทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาดบทที่ 11 การสื่อสารการตลาด
บทที่ 11 การสื่อสารการตลาด
 
บทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคลบทที่ 8 การขายโดยบุคคล
บทที่ 8 การขายโดยบุคคล
 
บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์บทที่ 7 การประชาสัมพันธ์
บทที่ 7 การประชาสัมพันธ์
 
6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium6161103 11.7 stability of equilibrium
6161103 11.7 stability of equilibrium
 
6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodies6161103 11.3 principle of virtual work for a system of connected rigid bodies
6161103 11.3 principle of virtual work for a system of connected rigid bodies
 
6161103 11 virtual work
6161103 11 virtual work6161103 11 virtual work
6161103 11 virtual work
 
6161103 10.9 mass moment of inertia
6161103 10.9 mass moment of inertia6161103 10.9 mass moment of inertia
6161103 10.9 mass moment of inertia
 
6161103 10.8 mohr’s circle for moments of inertia
6161103 10.8 mohr’s circle for moments of inertia6161103 10.8 mohr’s circle for moments 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 10.7 moments of inertia for an area about inclined axes6161103 10.7 moments of inertia for an area about inclined axes
6161103 10.7 moments of inertia for an area about inclined axes
 
6161103 10.6 inertia for an area
6161103 10.6 inertia for an area6161103 10.6 inertia for an area
6161103 10.6 inertia for an area
 
6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areas6161103 10.5 moments of inertia for composite areas
6161103 10.5 moments of inertia for composite areas
 
6161103 10.4 moments of inertia for an area by integration
6161103 10.4 moments of inertia for an area by integration6161103 10.4 moments of inertia for an area by integration
6161103 10.4 moments of inertia for an area by integration
 
6161103 10.10 chapter summary and review
6161103 10.10 chapter summary and review6161103 10.10 chapter summary and review
6161103 10.10 chapter summary and review
 
6161103 9.6 fluid pressure
6161103 9.6 fluid pressure6161103 9.6 fluid pressure
6161103 9.6 fluid pressure
 
6161103 9.3 composite bodies
6161103 9.3 composite bodies6161103 9.3 composite bodies
6161103 9.3 composite bodies
 
6161103 9.7 chapter summary and review
6161103 9.7 chapter summary and review6161103 9.7 chapter summary and review
6161103 9.7 chapter summary and review
 
6161103 8.4 frictional forces on screws
6161103 8.4 frictional forces on screws6161103 8.4 frictional forces on screws
6161103 8.4 frictional forces on screws
 
6161103 8.3 wedges
6161103 8.3 wedges6161103 8.3 wedges
6161103 8.3 wedges
 
6161103 8.2 problems involving dry friction
6161103 8.2 problems involving dry friction6161103 8.2 problems involving dry friction
6161103 8.2 problems involving dry friction
 
6161103 8.9 chapter summary and review
6161103 8.9 chapter summary and review6161103 8.9 chapter summary and review
6161103 8.9 chapter summary and review
 

Recently uploaded

“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...
“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...
“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...
Edge AI and Vision Alliance
 
Introduction of Cybersecurity with OSS at Code Europe 2024
Introduction of Cybersecurity with OSS  at Code Europe 2024Introduction of Cybersecurity with OSS  at Code Europe 2024
Introduction of Cybersecurity with OSS at Code Europe 2024
Hiroshi SHIBATA
 
What is an RPA CoE? Session 1 – CoE Vision
What is an RPA CoE?  Session 1 – CoE VisionWhat is an RPA CoE?  Session 1 – CoE Vision
What is an RPA CoE? Session 1 – CoE Vision
DianaGray10
 
Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...
Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...
Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...
saastr
 
zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...
zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...
zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...
Alex Pruden
 
Serial Arm Control in Real Time Presentation
Serial Arm Control in Real Time PresentationSerial Arm Control in Real Time Presentation
Serial Arm Control in Real Time Presentation
tolgahangng
 
The Microsoft 365 Migration Tutorial For Beginner.pptx
The Microsoft 365 Migration Tutorial For Beginner.pptxThe Microsoft 365 Migration Tutorial For Beginner.pptx
The Microsoft 365 Migration Tutorial For Beginner.pptx
operationspcvita
 
Apps Break Data
Apps Break DataApps Break Data
Apps Break Data
Ivo Velitchkov
 
HCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAU
HCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAUHCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAU
HCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAU
panagenda
 
9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...
9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...
9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...
saastr
 
TrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy SurveyTrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy Survey
TrustArc
 
Building Production Ready Search Pipelines with Spark and Milvus
Building Production Ready Search Pipelines with Spark and MilvusBuilding Production Ready Search Pipelines with Spark and Milvus
Building Production Ready Search Pipelines with Spark and Milvus
Zilliz
 
Leveraging the Graph for Clinical Trials and Standards
Leveraging the Graph for Clinical Trials and StandardsLeveraging the Graph for Clinical Trials and Standards
Leveraging the Graph for Clinical Trials and Standards
Neo4j
 
Programming Foundation Models with DSPy - Meetup Slides
Programming Foundation Models with DSPy - Meetup SlidesProgramming Foundation Models with DSPy - Meetup Slides
Programming Foundation Models with DSPy - Meetup Slides
Zilliz
 
Biomedical Knowledge Graphs for Data Scientists and Bioinformaticians
Biomedical Knowledge Graphs for Data Scientists and BioinformaticiansBiomedical Knowledge Graphs for Data Scientists and Bioinformaticians
Biomedical Knowledge Graphs for Data Scientists and Bioinformaticians
Neo4j
 
Dandelion Hashtable: beyond billion requests per second on a commodity server
Dandelion Hashtable: beyond billion requests per second on a commodity serverDandelion Hashtable: beyond billion requests per second on a commodity server
Dandelion Hashtable: beyond billion requests per second on a commodity server
Antonios Katsarakis
 
June Patch Tuesday
June Patch TuesdayJune Patch Tuesday
June Patch Tuesday
Ivanti
 
FREE A4 Cyber Security Awareness Posters-Social Engineering part 3
FREE A4 Cyber Security Awareness  Posters-Social Engineering part 3FREE A4 Cyber Security Awareness  Posters-Social Engineering part 3
FREE A4 Cyber Security Awareness Posters-Social Engineering part 3
Data Hops
 
GNSS spoofing via SDR (Criptored Talks 2024)
GNSS spoofing via SDR (Criptored Talks 2024)GNSS spoofing via SDR (Criptored Talks 2024)
GNSS spoofing via SDR (Criptored Talks 2024)
Javier Junquera
 
Connector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectors
Connector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectorsConnector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectors
Connector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectors
DianaGray10
 

Recently uploaded (20)

“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...
“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...
“How Axelera AI Uses Digital Compute-in-memory to Deliver Fast and Energy-eff...
 
Introduction of Cybersecurity with OSS at Code Europe 2024
Introduction of Cybersecurity with OSS  at Code Europe 2024Introduction of Cybersecurity with OSS  at Code Europe 2024
Introduction of Cybersecurity with OSS at Code Europe 2024
 
What is an RPA CoE? Session 1 – CoE Vision
What is an RPA CoE?  Session 1 – CoE VisionWhat is an RPA CoE?  Session 1 – CoE Vision
What is an RPA CoE? Session 1 – CoE Vision
 
Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...
Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...
Deep Dive: AI-Powered Marketing to Get More Leads and Customers with HyperGro...
 
zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...
zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...
zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...
 
Serial Arm Control in Real Time Presentation
Serial Arm Control in Real Time PresentationSerial Arm Control in Real Time Presentation
Serial Arm Control in Real Time Presentation
 
The Microsoft 365 Migration Tutorial For Beginner.pptx
The Microsoft 365 Migration Tutorial For Beginner.pptxThe Microsoft 365 Migration Tutorial For Beginner.pptx
The Microsoft 365 Migration Tutorial For Beginner.pptx
 
Apps Break Data
Apps Break DataApps Break Data
Apps Break Data
 
HCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAU
HCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAUHCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAU
HCL Notes und Domino Lizenzkostenreduzierung in der Welt von DLAU
 
9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...
9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...
9 CEO's who hit $100m ARR Share Their Top Growth Tactics Nathan Latka, Founde...
 
TrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy SurveyTrustArc Webinar - 2024 Global Privacy Survey
TrustArc Webinar - 2024 Global Privacy Survey
 
Building Production Ready Search Pipelines with Spark and Milvus
Building Production Ready Search Pipelines with Spark and MilvusBuilding Production Ready Search Pipelines with Spark and Milvus
Building Production Ready Search Pipelines with Spark and Milvus
 
Leveraging the Graph for Clinical Trials and Standards
Leveraging the Graph for Clinical Trials and StandardsLeveraging the Graph for Clinical Trials and Standards
Leveraging the Graph for Clinical Trials and Standards
 
Programming Foundation Models with DSPy - Meetup Slides
Programming Foundation Models with DSPy - Meetup SlidesProgramming Foundation Models with DSPy - Meetup Slides
Programming Foundation Models with DSPy - Meetup Slides
 
Biomedical Knowledge Graphs for Data Scientists and Bioinformaticians
Biomedical Knowledge Graphs for Data Scientists and BioinformaticiansBiomedical Knowledge Graphs for Data Scientists and Bioinformaticians
Biomedical Knowledge Graphs for Data Scientists and Bioinformaticians
 
Dandelion Hashtable: beyond billion requests per second on a commodity server
Dandelion Hashtable: beyond billion requests per second on a commodity serverDandelion Hashtable: beyond billion requests per second on a commodity server
Dandelion Hashtable: beyond billion requests per second on a commodity server
 
June Patch Tuesday
June Patch TuesdayJune Patch Tuesday
June Patch Tuesday
 
FREE A4 Cyber Security Awareness Posters-Social Engineering part 3
FREE A4 Cyber Security Awareness  Posters-Social Engineering part 3FREE A4 Cyber Security Awareness  Posters-Social Engineering part 3
FREE A4 Cyber Security Awareness Posters-Social Engineering part 3
 
GNSS spoofing via SDR (Criptored Talks 2024)
GNSS spoofing via SDR (Criptored Talks 2024)GNSS spoofing via SDR (Criptored Talks 2024)
GNSS spoofing via SDR (Criptored Talks 2024)
 
Connector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectors
Connector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectorsConnector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectors
Connector Corner: Seamlessly power UiPath Apps, GenAI with prebuilt connectors
 

6161103 2.3 vector addition of forces

  • 1. 2.3 Vector Addition of Forces When two or more forces are added, successive applications of the parallelogram law is carried out to find the resultant Eg: Forces F1, F2 and F3 acts at a point O - First, find resultant of F1 + F2 - Resultant, FR = ( F1 + F2 ) + F3
  • 2. 2.3 Vector Addition of Forces Example Fa and Fb are forces exerting on the hook. Resultant, Fc can be found using the parallelogram law Lines parallel to a and b from the heads of Fa and Fb are drawn to form a parallelogram Similarly, given Fc, Fa and Fb can be found
  • 3. 2.3 Vector Addition of Forces Procedure for Analysis Parallelogram Law - Make a sketch using the parallelogram law - Two components forces add to form the resultant force - Resultant force is shown by the diagonal of the parallelogram - The components is shown by the sides of the parallelogram
  • 4. 2.3 Vector Addition of Forces Procedure for Analysis Parallelogram Law To resolve a force into components along two axes directed from the tail of the force - Start at the head, constructing lines parallel to the axes - Label all the known and unknown force magnitudes and angles - Identify the two unknown components
  • 5. 2.3 Vector Addition of Forces Procedure for Analysis Trigonometry - Redraw half portion of the parallelogram - Magnitude of the resultant force can be determined by the law of cosines - Direction if the resultant force can be determined by the law of sines
  • 6. 2.3 Vector Addition of Forces Procedure for Analysis Trigonometry - Magnitude of the two components can be determined by the law of sines
  • 7. 2.3 Vector Addition of Forces Example 2.1 The screw eye is subjected to two forces F1 and F2. Determine the magnitude and direction of the resultant force.
  • 8. 2.3 Vector Addition of Forces Solution Parallelogram Law Unknown: magnitude of FR and angle θ
  • 9. 2.3 Vector Addition of Forces Solution Trigonometry Law of Cosines FR = (100 N )2 + (150 N )2 − 2(100 N )(150 N ) cos115o = 10000 + 22500 − 30000(− 0.4226 ) = 212.6 N = 213 N
  • 10. 2.3 Vector Addition of Forces Solution Trigonometry Law of Sines 150 N 212.6 N = sin θ sin 115o 150 N sin θ = (0.9063) 212.6 N sin θ = 39.8o
  • 11. 2.3 Vector Addition of Forces Solution Trigonometry Direction Φ of FR measured from the horizontal φ = 39.8 + 15 o o = 54.8o ∠φ
  • 12. 2.3 Vector Addition of Forces Example 2.2 Resolve the 1000 N ( ≈ 100kg) force acting on the pipe into the components in the (a) x and y directions, (b) and (b) x’ and y directions.
  • 13. 2.3 Vector Addition of Forces Solution (a) Parallelogram Law F = Fx + Fy From the vector diagram, Fx = 1000 cos 40o = 766 N Fy = 1000 sin 40o = 643 N
  • 14. 2.3 Vector Addition of Forces Solution (b) Parallelogram Law F = Fx + Fy '
  • 15. 2.3 Vector Addition of Forces Solution (b) Law of Sines Fx ' 1000 N = sin 50o sin 60o  sin 50o  Fx ' = 1000 N   sin 60o  = 884.6 N    Fy 1000 N o = sin 70 sin 60o  sin 70o  Fy = 1000 N  sin 60o  = 1085 N    NOTE: A rough sketch drawn to scale will give some idea of the relative magnitude of the components, as calculated here.
  • 16. 2.3 Vector Addition of Forces Example 2.3 The force F acting on the frame has a magnitude of 500N and is to be resolved into two components acting along the members AB and AC. Determine the angle θ, measured below the horizontal, so that components FAC is directed from A towards C and has a magnitude of 400N.
  • 17. 2.3 Vector Addition of Forces Solution Parallelogram Law 500 N = FAB + FAC
  • 18. 2.3 Vector Addition of Forces Solution Law of Sines 400 N 500 N = sin φ sin 60o  400 N  sin φ =   sin 60 o  500 N  sin φ = 0.6928 φ = 43.9o
  • 19. 2.3 Vector Addition of Forces Solution Hence, θ θ = 180 − 60 − 43.9 = 76.1 ∠ o o o o By Law of Cosines or Law of Sines Hence, show that FAB has a magnitude of 561N
  • 20. 2.3 Vector Addition of Forces Solution F can be directed at an angle θ above the horizontal to produce the component FAC. Hence, show that θ = 16.1° and FAB = 161N
  • 21. 2.3 Vector Addition of Forces Example 2.4 The ring is subjected to two forces F1 and F2. If it is required that the resultant force have a magnitude of 1kN and be directed vertically downward, determine (a) magnitude of F1 and F2 provided θ = 30°, and (b) the magnitudes of F1 and F2 if F2 is to be a minimum.
  • 22. 2.3 Vector Addition of Forces Solution (a) Parallelogram Law Unknown: Forces F1 and F2
  • 23. 2.3 Vector Addition of Forces Solution Law of Sines F1 1000 N o = sin 30 sin 130o F1 = 643N F2 1000 N o = sin 20 sin 130o F2 = 446 N
  • 24. 2.3 Vector Addition of Forces Solution (b) Minimum length of F2 occur when its line of action is perpendicular to F1. Hence when θ = 90o − 20o = 70o F2 is a minimum
  • 25. 2.3 Vector Addition of Forces Solution (b) From the vector diagram F1 = 1000 sin 70o N = 940 N F2 = 1000 cos 70o N = 342 N