Applied Mechanics: Strength of materials

الغلاف الأمامي
John Wiley & Sons, Incorporated, 1919
 

المحتوى

Planes of Maximum Shear and of Maximum Obliquity 48
49
Principal Stresses in Terms of the Stresses on any Two Coördinate Planes at Right Angles to the Plane of Stress
51
Conjugate Stresses 34 Resultant Stress on any Plane in Terms of the Principal Stresses 35 Principal Stresses in Terms of the Stresses on any Two Plane...
53
Rankines Graphical Method
59
Ratio of Conjugate Stresses
60
Problems Stresses at a Point
61
59
63
2 STRAIN 39 Analysis of Strain 40 Shearing Strain
64
Simple Extension
65
Components of Strain
66
Principal Strains
69
Strain Components in Terms of Principal Strains 45 Strain Accompanying Plane Stress
71
Relation between Stresses and Strains 47 Relation between the Modulus of Elasticity and the Modulus of Rigidity
72
Equations of Equilibrium
73
General Relations of Stresses and Strains J38888F7 222
75
CHAPTER III
77
Axial Compression 53 SaintVenants Principle
78
Thin Hollow Cylinders
79
Thin Hollow Sphere
81
Uniform Shearing Stress
82
Uniform Bearing Pressure
83
Riveted Joints
84
Uniformly Varying Stress
93
Uniformly Varying Stress Whose Resultant is a Couple
94
Problems Uniform and Uniformly Varying Stress
97
STRESSES IN BEAMS
103
Relation of Shearing Forces and Bending Moments at Two Differ
117
78
132
79
133
83
135
84
136
Greatest Outside Fiber Stress Section Modulus
140
94
143
Modulus of Rupture
147
Beams of Varying Cross Section
155
Problems
160
Problems Fiber Stresses in Beams of Varying Sections
161
Combined Torsion and Bending
164
Intensity of Shearing Stress on a Cross Section of a Beam
167
Principal Stresses in Beams
174
CHAPTER V
181
ART PAGE 98 General Formulas for Slope and Deflection Ordinary Bending
188
Slope and Deflection Loads Considered Simultaneously
201
Slope and Deflection Loads Considered Separately
203
Builtin Beams or Beams with Fixed Ends
205
Determination of Supporting Forces for Beams which are Statically Indeterminate
213
Deflection of Beams of NonUniform Cross Section Beams of Uniform Strength
217
Greatest Deflection in Terms of the Greatest Bending Moment or the Greatest Fiber Stress
220
Allowable Deflection of Floor Beams
221
Summary Formulas for Bending Moments and Deflections
223
Slope and Deflection from the Bending Moment Diagram
225
Deflection of a Simple Beam under Two Concentrated Loads
233
CHAPTER VI
258
Theorem of Three Moments
259
Determination of the Bending Moments and Reactions at the Supports of any Continuous Beam
270
Determination of the Greatest Fiber Stress and the Greatest De flection
272
Continuous Beams with Equal Spans and Loads Uniformly Dis tributed
274
Approximate Method of Determining Shearing Forces and Bending Moments in a Continuous Beam
279
Problems Continuous Beams
280
CHAPTER II
292
Axial and Transverse Loads
293
Loads Parallel to the Axis Eccentric Loading
296
Maximum Eccentricity without Reversing Stress
299
Oblique Loads
300
Transverse Loads not in the Same Plane
302
GENERAL THEORY OF FLEXURE
321
Section Moduli Lines
329
SPolygon for Combined Stresses
335
CHAPTER IX
346
Gordons Formulas for Columns
354
StraightLine Formulas
363
Long Column under Eccentric Load
371
Angle of Torsion
377
Resilience in Torsion
384
Helical Spring Subjected to an Axial Load
392
Helical Spring Subjected to an Axial Twist
398
CHAPTER XI
410
Graphical Representation of Normal Stress
417
The Hook
425
CHAPTER XII
439
Inverted Arch
446
Effect of Temperature and Load Changes
452
Problems
461
CHAPTER XIII
467
Thick Hollow Cylinder
473
ART PAGE 198 Circular Flat Plate Centrally Loaded
489
Circular Flat Plate Uniformly Loaded
494
Square and Rectangular Flat Plates Uniformly Loaded
496
Square and Rectangular Flat Plates Centrally Loaded
502
Problems Cylinders and Plates
503
CHAPTER XIV
506
Rectangular Beams Reinforced for Tension Only
507
Shearing and Bond Stresses
511
Floor Slabs
513
Rectangular Beams Reinforced for Tension and Compression
515
Tee Beam
518
Web Reinforcement
524
Deflection of Reinforced Concrete Beams
526
Columns Axially Loaded
527
Columns Eccentrically Loaded
528
Hooped Reinforcement
535
Floor Slabs Supported on Columns without Beams or Girders
536
Analysis of Stress
539
Plane Stress
548

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الصفحة 87 - The efficiency of a riveted joint is the ratio of the strength of the joint to the strength of the solid plate.
الصفحة 112 - M has been chosen as positive in (2) when its action is clockwise on the portion of the beam to the left of the section and contra-clockwise to the right of the section.
الصفحة 520 - The representative or mean section has a depth equal to the distance from the top of the beam to the center of the steel.
الصفحة 99 - Find the total pressure and the distance between the center of gravity and the center of pressure on each gate (Art. 59). Weight of one cubic foot of water = 62.5 Ibs. ' Problem 19. A reservoir ABCD (Fig. 42) of rectangular cross section 3' X 8
الصفحة 328 - The moment of inertia of the cross section with respect to the neutral axis is 100 in.4 Solution: With three unknown reactions and only two equations of equilibrium available, the beam is statically indeterminate.
الصفحة 94 - One measure of static and dynamic stability that was computed during the present study is the static margin (the distance between the center of pressure and the center of gravity) for both initial and ablated configurations.
الصفحة 93 - ... at any point is proportional to the distance of the point from the axis.

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