The Spine. Forces during Lifting What type of forces? zCompressive zShear.

Slides:



Advertisements
Similar presentations
ANTROPOMETRIC DATA Segment Dimensions – Body segment lengths can be expressed as a fraction of body height, H.
Advertisements

Forces and moments Resolving forces.
Aim: How can we describe resultant force (net force)?
Two-Dimensional Rotational Dynamics W09D2. Young and Freedman: 1
BIOMECHANICS OF WORK Chapter 11 in your text.
Chapter 3 – Basic Kinetic Concepts Inertia – resistance to acceleration (reluctance of a body to change its state of motion) Inertia – resistance to acceleration.
Chapter 9 Torque.
8.4 Frictional Forces on Screws
Force vs. Torque Forces cause accelerations
Biomechanics of the Spine & Hip
Chapter 9: Torque and Rotation
(W= weight!) W = m  g The main force acting on the body is the gravitational force! Gravitational force W applies at the center of gravity CG of the.
Torque and Equilibrium Lecture 8 Pre-reading : KJF §8.1 and 8.2.
Rotational Equilibrium
Equilibrium Equilibrium refers to a condition in which an object is at rest originally at rest (static equilibrium) or has a constant velocity if originaly.
Last Lecture Review 1 Two horizontal forces act on a block that is sliding on ice. Assume that a third horizontal force F also acts on the block. What.
CTC / MTC 222 Strength of Materials
Today’s Objectives: Students will be able to :
Equilibrium Forces and Torques 9/11/07. Topics to Cover Components of forces and trigonometry Force examples Center of Mass Torques/Moments Torque Examples.
Forces and equilibrium
Beam Analysis Civil Engineering and Architecture
Beam Analysis Civil Engineering and Architecture
Review Significant Figures, Vector Math Velocity, Acceleration, Force.
Chapter-9 Rotational Dynamics. Translational and Rotational Motion.
Chapter 8: Torque and Angular Momentum
Math Review Scalar Quantities: (Magnitude only) Mass Mass Volume Volume Density Density Speed Speed Vector Quantities (Magnitude and direction) Force Force.
Two-Dimensional Rotational Dynamics 8.01 W09D2 Young and Freedman: 1.10 (Vector Product), , 10.4, ;
Chapter 9: Rotational Dynamics
THE BASIC FUNDAMENTALS OF STATICS The physical laws used in this study that govern the action and reaction of forces on a body include Sir Isaac Newton’s.
BIOMECHANICS OF WORK.
Wednesday, Nov. 12, 2003PHYS , Fall 2003 Dr. Jaehoon Yu 1 PHYS 1443 – Section 003 Lecture #19 Wednesday, Nov. 12, 2003 Dr. Jaehoon Yu 1.Conditions.
Chapter 12 Static Equilibrium and Elasticity. Static Equilibrium Equilibrium implies that the object moves with both constant velocity and constant angular.
CLASS DAY 24 STRUCTURES 2 THE CONCEPT OF COMPONENTS Components are the parts of a Whole Distance, or a Whole Force, that help to define the magnitude.
1© Manhattan Press (H.K.) Ltd. 1.5 Static equilibrium of a rigid body.
11.3 Principle of Virtual Work for a System of Connected Rigid Bodies Method of virtual work most suited for solving equilibrium problems involving a system.
Principle of Engineering ENG2301 F Mechanics Section F Textbook: F A Foundation Course in Statics and Dynamics F Addison Wesley Longman 1997.
Copyright © 2010 Pearson Education South Asia Pte Ltd WEEK 8: FRICTION THE BEST APPLICATION OF FRICTION.
Rotational Kinetic Energy An object rotating about some axis with an angular speed, , has rotational kinetic energy even though it may not have.
Polar Coordinates Lesson Points on a Plane Rectangular coordinate system  Represent a point by two distances from the origin  Horizontal dist,
CHAPTER OBJECTIVES To show how to transform the stress components that are associated with a particular coordinate system into components associated with.
Chapter 3 Equilibrium of a Particle. 3.1 Condition for the Equilibrium of a Particle o "static equilibrium" is used to describe an object at rest. o To.
Cont. ERT 146 Engineering Mechanics STATIC. 4.4 Principles of Moments Also known as Varignon ’ s Theorem “ Moment of a force about a point is equal to.
Two-Dimensional Rotational Dynamics W09D2. Young and Freedman: 1
Two-Dimensional Rotational Dynamics 8.01 W09D2 Young and Freedman: 1.10 (Vector Product), , 10.4, ;
Wednesday, Nov. 17, 2004PHYS , Fall 2004 Dr. Jaehoon Yu 1 1.Conditions for Equilibrium 2.Mechanical Equilibrium 3.How to solve equilibrium problems?
Procedure for drawing a free-body diagram - 2-D force systems Imagine the body to be isolated or cut “free” from its constraints and connections, draw.
Loads & Forces. L1 L2 F2 F1 F1 x L1 = F2 x L2 F1 = (L2 x F2) L1 Formula for calculating load.
ARCHITECTURE 2351 INTRODUCTION TO STRUCTURE CONCEPTS.
Copyright Sautter The next slide is a quick promo for my books after which the presentation will begin Thanks for your patience! Walt S.
Chapter 8 Lecture Pearson Physics Rotational Motion and Equilibrium Prepared by Chris Chiaverina © 2014 Pearson Education, Inc.
MEC 0011 Statics Lecture 4 Prof. Sanghee Kim Fall_ 2012.
Two-Dimensional Rotational Dynamics 8.01 W09D2
Chapter 8 Torques and Moments of ForceTorques and Moments of Force: Torques and Moments of Force Maintaining Equilibrium or Changing Angular Motion.
EDGE SCHOOL FOR ATHLETES
Newton’s third law of motion 1 Force 2
Chapter 9 Rotational Dynamics.
Tension and Compression in Trusses
Torque and Levers Lesson 5.
Objectives Calculate the torque created by a force.
Devil physics The baddest class on campus Pre-IB Physics
The Work Energy Principle
Chapter 6 Bending.
TURNING EFFECT OF FORCES
Dyanmics Normal Force and Inclines
Moments.
Muscle Moments Determining the force required from a muscle to maintain static equilibrium. 4/8/2019 Dr. Sasho MacKenzie - HK 376.
Mechanics of Materials Engr Lecture 1
Torque and Levers Lesson 5.
Chapter 1. Equilibrium and Stability of the human body:
Machines Levers & Torque.
Presentation transcript:

The Spine

Forces during Lifting What type of forces? zCompressive zShear

What causes these forces? External Forces zBody (torso) weight due to gravity zWeight of load due to gravity

What causes of these forces? Internal Forces zMuscular Forces zAbdominal Pressure

How do you determine the magnitude of these forces? 1.Calculate the external forces – why? 2.To determine internal forces – how? 3.System in static equilibrium  sum of forces = 0 4.F internal = F external or F internal - F external = 0

Determining External Forces zFirst, determine the external moment about L5/S1, why? z Force = Moment/MA

Moments about L5/S1 zSum of M L5/S1 = 0 zSum of external moments - sum of internal moments= 0

Estimation of External Moment about L5/S1 M L5/S1 = M torso wt. + M load M L5/S1 = F torso wt. b + F load h b = distance from L5/S1 to COM of torso h = distance from L5/S1 to COM of load

Estimation of Internal Moment about L5/S1 M L5/S1 = M erector spinae + M abdominal pressure M L5/S1 = F erector spinae E + F abdominal D E = moment arm of erector spinae (5 cm) D = moment arm of abdominal force

Moment arm of F A (D) zvaries with sine of the torso angle z7 cm for erect sitting z15 cm when torso is 90 0 from vertical

What next?  M L5/S1 = 0 F torso wt. b + F load h – F A D – F M E = 0 Which of these variables do we know?

Knowns vs. Unknowns F torso wt. b + F load h – F A D – F M E = 0

Abdominal Force (F A ) Abdominal Pressure  Abdominal Force P A = [  H ][M L5/S1 ] 1.8  H = hip angle

Abdominal Force (F A ) F A = P A (465 cm 2 ) 465 cm 2 = average diaphragm surface area

Knowns vs. Unknowns F torso wt. b + F load h – F A D – F M E = 0

Erector Spinae Force (F m ) F torso wt. b + F load h – F A D – F M E = 0 F m = F torso wt. b + F load h - D(F A ) E

Compressive Forces on L5/S1  F comp = 0 F comp = reactive force cos  F torso wt. + cos  F load - F A + F m - F comp = 0 F comp = cos  F torso wt. + cos  F load - F A + F m  = sacral cutting plane (vertical orientation of the sacrum)

Compressive Forces on L5/S1

Horizontal F torso F muscle = F Comp  F shear (Sacral Cutting Plane)    F Load

Sacral Cutting Plane

Compressive Forces on L5/S1  Pelvic

Compressive Forces on L5/S1  F comp = 0 cos  F torso wt. + cos  F load - F A + F m - F comp = 0 F comp = cos  F torso wt. + cos  F load - F A + F m  = sacral cutting plane (vertical orientation of the sacrum)

Shear Forces on L5/S1  F shear = 0 sin  F torso wt. + sin  F load - F shear = 0 F shear = sin  F torso wt. + sin  F load  = sacral cutting plane (vertical orientation of the sacrum)

Example: Forces on L5/S1 Calculate the compressive & shear forces on the L5/S1 IV disk for a 200 lbs. UPS driver who has to lift a maximal load of 100 lbs. from the floor to waist level. Given: Torso weight: 450 newtons (100#) Load weight: 450 newtons (100#) * 1 lbs. = 4.45 N

Example: Forces on L5/S1 Given: Hip angle = 90 0 Knee angle = 90 0 Torso angle = 60 0 b = 20 cm h = 30 cm

Example: Forces on L5/S1  M L5/S1 = 0 F torso wt. b + F load h – F A D – F M E = 0 F m = F torso wt. b + F load h - D(F A ) E

Example: Forces on L5/S1 F m = F torso wt.. b + F load h - D(F A ) E F torso = 450 N b = 20 cm F load = 450 N h = 30 cm D = 13 cm E = 5 cm F A = ?

Example: Forces on L5/S1 F A = ? P A = [  H ][M L5/S1 ] 1.8 M L5/S1 = F torso wt b + F load h = (450 N)(20 cm) + (450 N)(30 cm) M L5/S1 = Ncm = 225 Nm

Example: Forces on L5/S1 F A = ? P A = [  H ][M L5/S1 ] 1.8  H = 90 0 M L5/S1 =225 Nm P A = [ (60)][225 ] 1.8 NOTE: the values for  H and M L5/S1 must be entered into the equation in degrees and Nm, respectively; however since this is a regression equation; units are NOT maintained as in typical algebraic equations.

Example: Forces on L5/S1 F A = ? P A = [ (90)][225 ] 1.8 P A = 18.2 mmHg P A = 0.24 N/cm 2 * 1 N/cm 2 = 75 mmHg

Example: Forces on L5/S1 P A = 0.24 N/cm 2 F A = (0.24 N/cm 2 )(465 cm 2 ) F A = N

Example: Forces on L5/S1 F m = F torso wt. b + F load h - D(F A ) E F torso = 450 N b = 20 cm F load = 450 N h = 30 cm D = 13 cm E = 5 cm F A = N

Example: Forces on L5/S1 F m = (450 N)(20 cm) + (450 N)(30 cm) - (13 cm)(111.6 N) 5 cm F m = 9000 Ncm Ncm Ncm 5 cm F m = 4210 N (946 lbs.)

Example: Forces on L5/S1 F comp = cos  F torso wt. + cos  F load - F A + F m  = 

Example: Forces on L5/S1 Knee angle = 90 0 Torso angle = 60 0  =   = 12 0  = 52 0  Pelvic

Compressive Forces on L5/S1 F comp = cos  F torso wt. + cos  F load - F A + F m F comp = (cos 52 0 )(450 N) + (cos 52 0 )(450 N) – N N F comp = 277 N N – N N F comp = N

Shear Forces on L5/S1 F shear = sin  F torso wt. + sin  F load F shear = (sin 52 0 )(450 N) + (sin 52 0 )(450 N) F shear = N N F shear = N

Questions? 1.What component is the largest contributor to compressive forces on L5/S1? 2.What component is the largest contributor to shear forces on the spine?

Questions? 3. As the sacral cutting angle increases, what happens to: A.Compressive forces (explain theoretically and mathematically)? B.Shear forces (explain theoretically and mathematically)?

Questions? 4. As the torso angle increases and the position of the lower extremities remains fixed, describe what happens with relative compressive and shear forces.

Consider This?

Questions? 5. Describe mathematically how a “deep squat” affects compressive and shear forces on the spine compared with an “erect” knee angle position [knees extended] (hint: refer to the pelvic rotation vs. torso axis graph).