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Engineering Mechanics
Equilibrium of Rigid Bodies:
Frames and Machines
Main Text• Major chunk of lectures based on:
• Vector Mechanics for Engineers, Beer, Johnston et al., 10th ed., McGraw-Hill.
• Referred to as BJ10. Indian Edition available.• Also, some problems from Beer and Johnston 3rd
and 8th editions, BJ3 and BJ8.• Dynamics will be exclusively taught from BJ10.
Many wonderful new resources available in BJ10. Become more clear as we proceed.
• Many slide contents in our lectures from BJ10Instructor resources.
• Attractive online features available for Instructorshttp://highered.mcgrawhill.com/sites/1259062910/information_center_view0/
• For purchase/other details kindly contact:• [email protected] Sagar Divekar
[email protected] Santosh Joshi
Secondary Text
• Many really interesting and challenging
problems from:
– Engineering Mechanics: Statics/Dynamics,
Meriam and Kraige, Eds. 2, 5, 7. (MK3,
MK5, MK7).
Online resources
• Nice demonstrations from Wolfram (look under
the mechanics section). Will show some of them.– http://demonstrations.wolfram.com/
• Beautiful lectures notes by Prof. Allan Bower at
Brown University– http://www.brown.edu/Departments/Engineering/Courses/En4/Notes/notes.html
• Nice general lectures on Dynamics on youtube:– http://www.youtube.com/user/mellenstei
• Nice animations to textbook problems:– http://wps.prenhall.com/wps/media/objects/3076/3149958/studypak/index_st.h
tml
Equilibrium
• System is in
equilibrium if
and only if the
sum of all the
forces and
moment (about
any point)
equals zero.
Supports and Equilibrium
• Any structure is made of many components.
• The components are the be connected by linkages.
• Other wise the structure will lose its integrity.
• Different component of structure talk to each other via linkages.
• The structure should be globally supported to prevent it from falling over.
Constraints and Reactions
• There is an intricate relationship between kinematics (motion) and reactions (forces).
• Always note that in the case of supports displacement (rotation) and force (torque) in any given direction are complementary.
• If a support rigidly constrains a given degree of freedom (DOF) for a rigid body then it gives rise to a reaction corresponding to that DOF.
• Similarly if a support freely allows motion of particular DOF then there is no reaction from the support in that direction.
Free Body Diagram (FBD)
• Single most important concept in
engineering mechanics.
• Zoom in on a given component of a structure.
• Means replace supports (connections) with the
corresponding reactions.
• Replace kinematic constraints with
corresponding reactions.
• Concepts will get more clear as we proceed
further.
Simple examples
• Copyright, Dr. Romberg
FBD
FBD
Simple examples
• Copyright, Dr. Romberg
FBD
FBD
Link: Two-Force Member
• Member with negligible weight and arbitrary shape connected to other members by pins
Two Force member
http://oli.cmu.edu
Hydraulic Cylinder
Show Mathematica demo
Equilibrium of a Three-Force
Body• Consider a rigid body subjected to forces
acting at only 3 points.
• Assuming that their lines of action intersect,
the moment of F1 and F2 about the point of
intersection represented by D is zero.
• Since the rigid body is in equilibrium, the sum
of the moments of F1, F2, and F3 about any axis
must be zero. It follows that the moment of F3
about D must be zero as well and that the line
of action of F3 must pass through D.
• The lines of action of the three forces must be
concurrent or parallel.
Slide from BJ10
Sample Problem 4.6 BJ-10
4 – 15 BJ10
A man raises a 10-kg joist,
of length 4 m, by pulling on
a rope.
Find the tension T in the
rope and the reaction at A.
SOLUTION:
• Create a free-body diagram of the
joist. Note that the joist is a 3 force
body acted upon by the rope, its
weight, and the reaction at A.
• The three forces must be concurrent
for static equilibrium. Therefore, the
reaction R must pass through the
intersection of the lines of action of
the weight and rope forces.
Determine the direction of the
reaction R.• Utilize a force triangle to determine
the magnitude of the reaction R.
Sample Problem 4.6
4 – 16 BJ10
• Create a free-body diagram of the
joist. • Determine the direction of the
reaction R.
63614141
3132tan
m2.313 m51508282
m515020tan m4141)2545(cot
m4141
m828245cosm445cos
ooo
21
oo
..
.
AE
CE
..BDBFCE
..CDBD
.AFAECD
.ABBF
6.58
Sample Problem 4.6
4 – 17 BJ10
• Determine the magnitude of the
reaction R.
38.6sin
N 1.98
110sin4.31sin
RT
N 8.147
N9.81
R
T
Hydraulic Cylinder
show Mathematica demo on this
Multiple Rigid Bodies
Connected To Each Other
Pin Connections
• All figures from http://oli.web.cmu.edu
Modeling 3D Problem as 2D
Point Connections
• All figures from http://oli.web.cmu.edu
Contd..
• All figures from http://oli.web.cmu.edu
Contd..
Free Body Diagram at Pin-
Connection
• All figures from http://oli.web.cmu.edu
Summary
• Pin support
• Pin connection
• All figures from http://oli.web.cmu.edu
Roller
Slot Connection
Non-Symmetrical but bodies
connected by pin are very close to
each other
• All figures from http://oli.web.cmu.edu
Introduction to Structures
(BJ10)
6 - 30
• For the equilibrium of structures made of several
connected parts, the internal forces as well the external
forces are considered.
• In the interaction between connected parts, Newton’s
3rd Law states that the forces of action and reaction
between bodies in contact have the same magnitude,
same line of action, and opposite sense.
• Three categories of engineering structures are
considered:
a) Trusses: formed from two-force members, i.e.,
straight members with end point connections and
forces that act only at these end points.
b) Frames: contain at least one multi-force member,
i.e., member acted upon by 3 or more forces.
c) Machines: structures containing moving parts
designed to transmit and modify forces.
Analysis of a Frame
6 - 31
• Frames and machines are structures with at least one
multiforce (>2 forces) member. Frames are designed to
support loads and are usually stationary. Machines
contain moving parts and transmit and modify forces.
• A free body diagram of the complete frame is used to
determine the external forces acting on the frame.
• Internal forces are determined by dismembering the
frame and creating free-body diagrams for each
component.
• Forces between connected components are equal, have
the same line of action, and opposite sense.
• Forces on two force members have known lines of action
but unknown magnitude and sense.
• Forces on multiforce members have unknown
magnitude and line of action. They must be
represented with two unknown components.
Frames Which Cease To Be Rigid When Detached From Their
Supports
6 - 32
• Some frames may collapse if removed from
their supports. Such frames cannot be treated
as rigid bodies.
• A free-body diagram of the complete frame
indicates four unknown force components which
cannot be determined from the three
equilibrium conditions (statically
indeterminate).
• The frame must be considered as two distinct,
but related, rigid bodies.
• With equal and opposite reactions at the contact
point between members, the two free-body
diagrams show 6 unknown force components.
• Equilibrium requirements for the two rigid
bodies yield 6 independent equations. Thus,
taking the frame apart made the problem
solvable.(BJ10)
More examples
MK5 BJ8
Sample Problem 6.4 (BJ10)
6 - 34
Members ACE and BCD are connected
by a pin at C and by the link DE. For
the loading shown, determine the force
in link DE and the components of the
force exerted at C on member BCD.
SOLUTION:
1. Create a free body diagram for the
complete frame and solve for the support
reactions.
BJ10
Sample Problem 6.4
6 - 35
SOLUTION:
1. Create a free-body diagram for the complete frame
and solve for the support reactions.
N 4800 yy AF N 480yA
mm160 mm100N 4800 BMA
N 300B
N 300
0
x
xx
A
ABF
N 300xA
Sample Problem 6.4
6 - 36
SOLUTION (cont.):
2. Create a free body diagram for member BCD (since
the problem asked for forces on this body). Choose
the best FBD, then discuss your choice with a
neighbor. Justify your choice.
FDE,x
FDE,y
FDE
FDE
FDE,x
FDE,y
Sample Problem 6.4
6 - 37
N 561
mm 100N 480mm 06N 300mm 250sin0
DE
DEC
F
FM
CFDE N 561
• Sum of forces in the x and y directions may be used to find the force
components at C.
N 300cosN 561 0
N 300cos0
x
DExx
C
FCF
N 795xC
N 480sinN 5610
N 480sin0
y
DEyy
C
FCF
N 216yC
SOLUTION (cont.):
3. Using the best FBD for member BCD, what
is the one equilibrium equation that can
directly find FDE? Please discuss.
07.28tan150801
Sample Problem 6.4
6 - 38
• With member ACE as a free body with no
additional unknown forces, check the
solution by summing moments about A.
0mm 220795mm 100sin561mm 300cos561
mm 220mm 100sinmm 300cos
xDEDEA CFFM
(checks)
Machines
6 - 39
• Machines are structures designed to
transmit and modify forces. Typically they
transform input forces (P) into output forces
(Q).
• Given the magnitude of P, determine the
magnitude of Q.
• Create a free-body diagram of the complete
machine, including the reaction that the
wire exerts.
• The machine is a nonrigid structure. Use
one of the components as a free-body.
Discuss why the forces at A are such.
• Sum moments about A,
Pb
aQbQaPM A 0
Problem MK5
• The car hoist allows the car to be driven on to the platform, after which the rear wheel is raised. If the loading from the rear wheel is 3300kg, determine the force in the hydraulic cylinder AB. Neglect the weight of the platform itself. Member BCD is a right angle bell crank pinned to the ramp at C
Problem MK5
• For the paper punch shown in the figure find the punching force Q corresponding to a hand grip P.
Problem BJ8
• Knowing that P =
411 lb and Q = 0,
determine for the
frame and loading
shown (a) the
reaction at D, (b) the
force in member BF.
Questions?
Tutorial on 2D equilibrium
Problem 1
• Knowing that each pulley has a radius of 250mm, determine the components of reactions at D and E.
Problem 2 (BJ10)
• The shear shown is usedto cut and trimelectronic-circuit boardlaminates. For theposition shown,determine (a) the verticalcomponent of forceexerted on the shearingblade at D, and (b) thereaction at C. It is giventhat P = 400 N.
Problem 3 (MK5)• An adjustable tow bar connecting the tractor unit H with the landing
gear J of a large aircraft is shown in the figure. Adjusting the height ofthe hook F at the end of the tow bar is accomplished by the hydrauliccylinder CD is activated by a small hand-pump (not shown). For thenominal position shown of the triangular linkage ABC, calculate theforce P supplied by the cylinder to the pin C to position the tow bar. Therig has a total weight of 220kg and is supported by the tractor hitch E.
Problem 4
(MK2)
The figure shows a special rigfor erecting vertical sectionsof a construction tower. Theassembly A has a mass of1.5Mg and is elevated by theplatform B which itself has amass of 2Mg. The platform isguided up the fixed verticalcolumns by rollers and isactivated by the hydrauliccylinder CD and links EDFand FH. For the particularposition shown calculate theforce R exerted by thehydraulic cylinder at D.Neglect mass of cylinder andlinks.
Problem 5
(BJ10)
A hydraulic-lift table is used to raise a 1000 kg crate. It
consists of two identical linkages on which hydraulic cylinders
exert equal forces. Members EDB and CG are each of length
2a, and member AD is pinned to the midpoint of EDB. If the
crate is placed on the table, so that half of its weight is
supported by the system shown, determine the force exerted by
each cylinder in raising the crate for θ = 60 deg, a = 0.70m,
and L = 3.20m. Show that the result obtained is independent
of distance d.
Problem 6
(BJ3)
• The elevation of a platform is controlled by two identicalmechanisms only one of which is shown. A load of 5 kN isapplied to the mechanism shown. Knowing that the pin atC can transmit only a horizontal force, determine (a) theforce in link BE, (b) the components of the force exerted bythe hydraulic cylinder on pin H.
H
Problem 7
(Shames)
• A hydraulic lift platform for loading trucks supports aweight 2W. Only one side of the system has been shown;the other side is identical. What force F should thehydraulic cylinder provide to support the weight W.Assume that the hydraulic device is inclined at aclockwise of α with respect to the horizontal. Neglectfriction everywhere.
Problem 8,
MK2
• Obtain the clamping force Q developed for
the pliers when the handle force is P.
Problem 9
BJ8
• A 500-kg concrete slab is supported by a chainand sling attached to the bucket of the front-endloader shown. The action of the bucket iscontrolled by two identical mechanisms, onlyone of which is shown. Knowing that themechanism supports half of the 500-kg slab,determine the force (a) in the cylinder CD, (b) incylinder FH.
Problem 10
• In the toy folding chair shown, members ABEH and CFK are parallel. Determine the components of all forces acting on member ABEH when a 160 N weight is placed on the chair. Draw completely all free body diagrams required. It may be assumed that the floor is frictionless and that half the weight is carried by each side of the chair and is applied at point M as shown.