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Appendix
Vector A can be represented through its three orthogonal components
A ¼ Axiþ Ay jþ Azk
where the unit vectors i, j, and k correspond to the coordinate axes in x, y, andz directions.
Its magnitude can be represented as
��A
�� ¼
ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi
A2x þ A2
y þ A2z
q
And its unit vector
λ ¼ A
Aj jThus, vector A may be represented also as
A ¼ Aj jλIts direction cosines (cosine of the angle between the vector and corresponding
axis) are
λx ¼ Ax
Aj j λy ¼ Ay
Aj j λz ¼ Az
Aj jTwo vectors are equal if there corresponding components are equal, i.e.,
A¼B, when Ax¼Bx, Ay¼By, and Az¼Bz.
Vector addition
A +B¼(Ax+Bx) i+(Ay +By) j+(Az+Bz) k
# Springer Science+Business Media New York 2016
I. Emri, A. Voloshin, Statics, DOI 10.1007/978-1-4939-2101-0563
Vector may be multiplied by a scalar
nA¼ nAxi+ nAyj+ nAzk
Cross product (vector product) is defined as
C ¼ A� B ¼ λ Aj j Bj j sinαwhere α is the angle between the vectors, λ is the unit vector perpendicular to the
plane formed by the vectors A and B. Its direction is defined by the right hand rule.
From the definition of cross product follows
i� i ¼ 0 j� j ¼ 0 k� k ¼ 0
i� j ¼ k j� i ¼ �k k� i ¼ j
The rectangular components of the cross product are
Cx ¼ AyBz � AzBy
Cy ¼ AzBx � AxBz
Cz ¼ AxBy � AyBx
Using a determinant
C ¼i j jAx Ay Az
Bx By Bz
������
������
Scalar or dot product of vectors A and B is defined as
A � B ¼ Aj j Bj j cosθwhere θ is the angle between the vectors.
A � B ¼ AxBx þ AyBy þ AzBz
From the definition of dot product follows
i � i ¼ 1 j � j ¼ 1 k � k ¼ 1
i � j ¼ 0 j � k ¼ 0 k � i ¼ 0
It should be noted that the main purpose of this Appendix is to provide a
refreshment of the rules on vectors and matrix algebra; it cannot serve as a tutorial.
564 Appendix
Index
AAcceleration, 9
Angle of kinetic friction, 504
Angle of static friction, 504
BBall joint, 44
Beams
classification, 322
coordinate system and sign convention,
323–324
curved beams
free body diagram, 356
region AB, 356
region BC, 358
roof of shelter, 356
in engineering applications, 322
internal forces and moments
arbitrary distributed load, 337
axial force N(x), 329
intuitive approach, 341–346
mathematical corner, 338, 339
moment M(x), 332
physical model, 333
positive and negative sign, 340
region AC, 335
region CD, 335–336
region DE, 336
region EB, 336–337
shear force T(x), 331, 337, 339
in shelf supporting a radio and five
books, 333
within region, 340
piece-wise straight and curved beams
axial (normal) direction, 364
external loads, 361
free body diagram, 361
geometry, 359
intuitive rules, 365
MATLAB/software package, 361
part AB, 363–365
part BC, 365
physical model, 361
structure, 359
transverse (shear) direction, 364
regions, 322
straight, 324–329
superposition principle
beam loading, 370, 376
bending moment, 377
distributed load, 370, 376, 378
external reaction force, 377
guidelines, 381
internal axial force, 377
internal moment and forces, 370
intuitive approach, 370, 377
length and geometry, 370
normal forces, 377
preprepared solutions, 370
transverse forces, 377
CCables
concentrated forces
approach of joints, 393
appropriate safety factor, 390
axial force, 397
cable structure, 391
equilibrium equation, 393, 395, 396, 401
external forces, 392, 401
free body diagram, 394
geometry, 393
guidelines, 402
horizontal component, 395, 397
inserting numerical values, 401
internal forces, 392
# Springer Science+Business Media New York 2016
I. Emri, A. Voloshin, Statics, DOI 10.1007/978-1-4939-2101-0565
Cables (cont.)length of cable, 401
method of joints, 394
negative sign, 400
previously developed equations, 399
reaction force, 399
tensile force, calculation, 396
two forces, 390, 397
unknown reactions, 391
vertical deflection, 396
definition, 390
distributed loads, 432
Brooklyn Suspension Bridge, 406
free body diagram, 403
geometry, 404, 405
horizontal component, 404
hyperbolic solution, 423–428
infinitesimal segment, 404
internal tensile force, 409–412
internal tensile force,S(x), 428–430length of the cable,L, 430–432origin of, 403
parabolic solution, 4, 7–409
sag of the cable, 416–423
sag of the catenary, f (see Sag of the
catenary, f)
vertical component, 404
Cardan joint, 44
Composite bodies, 196–201
Compound structures
beam elements, 460
frames
definition, 473
equilibrium equations, 461, 462, 474
free body diagram, 472–474
geometry of, 475
guidelines, 476
physical model, 473
free body diagram, 458
interaction forces, 459
mechanisms, 479–488
reaction forces, 461
schematically representation, 458
types of, 459
Compressive force, 269
Conical axial bearings, 527–528
DDensity, 6
Distributed forces
centre of gravity
concentrated force equivalent, 241
definition, 241
of flat plate, 185–189
mathematical procedure, 231
moment of body, 231
centroids
area, 191
composite bodies, 196–201
definition, 241
first moments, 190
flat wire, 190
geometrical characteristics, 190
guidelines, 200
integration, 191–196
location of, 232–234
segments, 235
Theorems of Pappus, 236–241
distributed loads
vs. concentrated loads, 241
fluid pressure, effect of, 217–220
guidelines, 220
oddly shaped cargo, 216
two-dimensional problems, 216
load and rigid body, 184
Door hinge, 44
EEquilibrium forces
in-plane forces
equilibrium equations, 63
force diagram, 65
graphical solution, 66, 69
horizontal component and direction, 64
initial conditions, 63
magnitude F and direction α, 63, 64MATLAB functions, 67, 70
numerical solution, 67, 69
orthogonal components Fx and Fy, 63, 64
physical model, 64, 65
rigid body equilibrium, 63
solving 2D problems, 71–87
vertical component and direction, 64
in space, solving 3-D problems, 91–108
Equilibrium pair of forces, 12
equilibriumPoint 2D, 70
FFree body diagram (FBD), 71, 257
basketball stand, 58
the brake, 57
bridge, 54, 272
bus stop cover, 52
calendar stand, design, 46
canopy support, 46, 50
car jack, 53
caster wheel, 35
566 Index
C clamp, 52
closet, 50
coat hanger, 47
door handle, 53
earth mover, 57
fixed bar, 56
front loader, 56
guidelines, 45
highway signs, 49
house entry, 51
joint A, 273
joint B, 275, 281
joint C, 274, 282
joint D, 278
joint E, 276
joint F, 277
joint G, 277
joint H, 276
lifting system, 280
mechanical systems
definition, 30
external forces and moments, 31
idealization process, 31
loads, 33–34
physical model, 30, 31
rigid body, 30
seat design, 32
selected element, 31
simplification process, 31
swing, 31
upper bar design, 32
reactions, 35
street lamp, 58
swing set, 55
terrace cover, 55
three dimensional systems, 40–45
traffic light, 49
two-dimensional systems, 36–40
wine barrels, 51
Friction
angles of friction
angle of plane’s inclination, 502
coefficients, 499
components, 500
coordinate system, 500
definition, 501
free body diagram, 500
kinetic, 502
line of action, 499
point of action of force, 499
resultant external moment, 499
resultant reaction force, 501
rigid body, 502
static, 501
belts and ropes friction
acting clockwise, 540
acting counterclockwise, 541
angle of contact, 535
flat belts passing over cylinders/
cylindrical drums, 536
forces and moments, 538
free body diagram, 534
guidelines, 538
ideally flexible and non-deformable,
533, 534
infinitesimal rope segment, 534
physical model, 539
V-shaped belts, 536–537
components, 508
dry friction, 491
dynamic component, 508
experimental facts, 491
external forces, 492, 493
free body diagram, 492, 505
guidelines, 503
with inclination, 504
intended movement, 492
kinetic-friction force, 494, 495
limits, determination of, 508, 509
lubricated friction, 491
physical model, 492, 505
plain bearings
axial/trust bearings, 527
bearing surface and shaft, 523
collar bearings, 530
end bearing, 529
external load Q and weight
of hoist, 532
guidelines, 531
oldest wooden wheel dates, 523
physical model, 532
radial/journal bearing, 524–527
replacing kinetic friction
coefficient, 533
solid polymer, 523
reactions, 492
rolling and rolling resistance
changing geometry, 516
coefficient of, 517, 518
equilibrium equations, 520,
521, 523
free body diagram, 519, 522
guidelines, 519
kinetic friction coefficients, 517
rolling conditions, 517
rolling moment, 516, 517
static friction coefficient,
517, 521
Index 567
Friction (cont.)rollover moment, 506
sliding friction, 490
without slipping/rolling over, 508
slope, 505
stabilizing moment, 506
static friction coefficient, 507, 509
static friction force, 493, 495
stick-slip effect
definition, 497, 498
engineering applications, 498
high precision manufacturing systems,
development, 496
instrumental mechanism, 497
physical model and free body
diagram, 496
rubber band, deformation of, 496
stringed instruments, 498
threshold magnitude, 493
wedges
free body diagrams, 511
guidelines, 511
moving object A upwards,
512, 513
object B, moving upwards and
downwards, 513–515
pair of forces, 511
wedge inclination angle, 511
Fundamantal law of nature
couple of forces
experiment demonstration, 16
moment, definition of, 16–20
moment of a couple, 21, 22
moment of a force, 22–24
Varignon’s theorem, 21
equilibrium pair of forces, 12
First Fundamental Law, 10
First Newton’s Law, 9
internal and external forces, 11
matter, 6
numerical calculations, 26–27
parallelogram of forces, 13–15
space, 6
statics, 7
systems of units, 24–25
time, 6
transmissibility, principle of, 11
GGraphical approach, 71
HHardy-Spicer joint, 44
Hook’s joint, 44
IInternal forces, 254–259
KKinetic-friction force, 494
LLearning approach, 1
MMass, 10
MATLAB, 3, 70
Matter, 6
Mechanical systems
definition, 30
external forces and moments, 31
idealization process, 31
physical model, 30, 31
rigid body, 30
seat design, 32
selected element, 31
simplification process, 31
swing, 31
upper bar design, 32
Mechanics laws, 1
Meter, 6
Moment arm, 17
NNewton’s First Law, 63
Numerical approach, 71
PPhysical model, 2
Plain bearings
axial/trust bearings, 527
bearing surface and shaft, 523
collar bearings, 530
conical axial bearings, 527–528
end bearing, 529
guidelines, 531
568 Index
oldest wooden wheel dates, 523
radial/journal bearing, 524–527
solid polymer, 523
RResultant forces
in-plane forces, solving 2D problems,
60–63, 71–87
in space
Cartesian coordinate system, 88
orthogonal components, 90
parallel vectors, 88
resulting force, 89
solving 3-D problems, 93–108
unit vector, 88, 89
Resultant moment, 114
Right-hand coordinate system, 10
Rigid bodies equilibrium
force-moment systems
Force-couple system, 117–120
moment of force, 122–129
moving force, 110–114
system of forces, reduction of, 114–116
three dimension, 170–173
two dimension
brake assembly, 135
brake pedal, 133
components and moment, 132
equilibrium equations, 134
free body diagram, 134
guidelines, 137
gymnast on the beam, 129
locations, magnitudes,
and directions, 137
MATLAB routine equilibriumBody2D.m., 135
physical model, 135
plane of symmetry, 129, 130
real-life problems, 131
single resultant force and resultant
moment, 131
three-force body, 138–143
two-force members, 137
SSag of the Catenary, f
appropriate safety factor, 440
guidelines, 436
hyperbolic solution, 437, 439, 443
location of, 432, 433
mathematical corner, 432, 433, 439, 440
parabolic and hyperbolic solutions, 433,
440, 446
parabolic solution, 438, 441
quadratic equation, 447
transcendental equation, 440
vertical reaction forces, 441
Self-locking, 503, 509
Sliding friction, 490
Static friction coefficient, 498
Static friction force, 493, 498
Statics, 3, 7
Structural elements
guidelines, 259
internal forces, 254–259
truss elements
beams, 252–253
bending, 251, 252
cables, 253–254
segment model, 251
types of, 250
TTensile force, 269
Theorems of Pappus, 236–241
Truss structures
compound trusses, 306–308
compressive force, 269
external loads and reactions, 267
FBD (see Free body diagram (FBD))
mechanism, 268
method of joints
bridge and truck, 271
concurrent system of forces, 270
external load, 283
forces acting on joint B, 270
guidelines, 271
MATLAB, 279
outside lifting system, 279
two-dimensional truss, 270, 271
unknown internal forces, 273
zero-force members, 271
method of sections
guidelines, 295
imaginary cut, 293
right hand side and coordinate
system, 295
step-by-step procedure, 293
racing car, 266
rigid, 267
simple, 268, 269
space truss
definition, 308
Index 569
Truss structures (cont.)free body diagram, 309–311
glass roof, 309
guidelines, 313
physical model, 310, 311
tetrahedrons, 308
tensile force, 269
two-dimensional view, 266
UUniversal coupling, 43
Universal joint, 44
VVarignon’s theorem, 21
570 Index