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| Àâòîðèçàöèÿ |
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| Ïîèñê ïî óêàçàòåëÿì |
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| Egerton D., Nash W.A. — Schaum's outline of strength of materials |
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| Ïðåäìåòíûé óêàçàòåëü |
American Institute of Steel Construction (AISC) column formula 358 368—371
American Society for Testing Materials (ASTM) 2
Angle of twist in torsion 98 101—104
Anisotropic material 7
Area, centroid of 154—155 159—161
Area, first moment of 154 160—161
Area, moment of inertia of 155 163—167
Area, polar moment of inertia of 96 99 102
Area, radius of gyration of 156 165—166
Area, second moment of 155 163—167
Axially loaded bars see Bars
Bars, axially loaded 1—25
Bars, computer program for variable cross-section axially loaded bars 21—25
Bars, eccentrically loaded 457 459
Bars, subject to combined axial tension and torsion 458
Bars, subject to combined bending and torsion 461
Beam-column 378 385
Beams, bending moment in 125 129—141
Beams, cantilever 122 128 133 137 225 237 243 249
Beams, clamped 123 292 295 299 303
Beams, computer program for bending stresses in curved 329—335
Beams, computer program for stresses in Beams, unsymmetrically loaded 322—326
Beams, curved 311 327—329
Beams, dynamic loading on 396—398
Beams, elasto-plastic behavior 181 205—211
Beams, normal stresses in 178—181 184—197
Beams, overhanging 123 130 139 238—241 264 266
Beams, plastic behavior of 337—351
Beams, shearing force in 125 129—141
Beams, shearing stresses in 179 198—204
Beams, sign convention for deflection of 222
Beams, sign convention for shearing force and bending moment in 125
Beams, statically determinate 123
Beams, statically indeterminate 123
Beams, unsymmetrically loaded in bending 310 318—322
Beams, variable cross—section 243 247 259
Bending moment and shearing force diagrams 125—142
Bending stresses in beams 177—198
Bending, elastic 177—180 182—204
Bending, plastic 180—181 204—215
Bending, pure 177 185
Breaking strength 5
Brittle materials 3
Buckling of columns 356—387
bulk modulus 29
Cantilever beams 128 133 137 225 237 243 249
Castigliano’s Theorem 393 399—413
Centroid of area 154 159—161
Coefficient of linear expansion 6 20 45 47
Columns, American Institute of Steel Construction (AISC) formula 358 368—371
Columns, beam-columns 358 378 385
Columns, buckling 356 387
Columns, computer program for axially loaded using AISC formula 372
Columns, computer program for axially loaded using SSRC formula 375
Columns, critical load 357 359—364
Columns, design formulas 358
Columns, eccentrically loaded 378
Columns, elastica 379—383
Columns, empirical formulas 368
Columns, Euler’s buckling load 357 363—365
Columns, inelastic buckling 357
Columns, secant formula 379
Columns, Structural Stability Research Council (SSRC) formula 358 369 370
Columns, tangent—modulus formula 365
Combined loadings, axial tension and torsion of bars 457
Combined loadings, bending and torsion of bars 458 461
Combined stresses, equations for 421 428—429 440—442
Compression 1
Computer programs, bending deformations due to lateral loads 274—284
Computer programs, bending stresses in curved beams 326—335
Computer programs, buckling of columns, AISC standards 372—375
Computer programs, buckling of columns, SSRC standards 375—378
Computer programs, principal stresses in two-dimensional loadings 420—451
Computer programs, shearing force and bending moment in laterally loaded bars 141—145
Computer programs, variable cross-section bar subject to axial tension or compression 21—25
Computer programs, variable cross-section bar subject to torsion 107—109
Deflection of beams, by double integration 220—254
Deflection of beams, by singularity function method 260—274
Deflection of beams, by strain energy method 392—393 402 404—411
Deflection of beams, by superposition 237—238
Deflection of beams, computer program for 274—283
Design formulas for columns 358
Dilatation 29
Distributed loadings 122—124
Double integration method 220—254
Ductile materials 3
Dynamic loadings, on bars 396—398
Eccentric loading of bars 459 462
Eccentric loading of columns 378
Elastic energy methods in beam bending 403—413
Elastic energy methods in bending of curved bars 404—410
Elastic limit 4
Elastic range 4
Elastica of a column 379—383
Elasticity, effective modulus of 27
Elasticity, modulus of 3—4 9—31
Elasticity, modulus of, in shear 83
Elongation, percentage 5
Energy methods see Elastic energy methods
Euler — Bernoulli equation 221
Euler’s buckling load 357 363—365
Factor of safety 5
Failure, theory of, maximum energy of distortion theory 459 466—467 469
Failure, theory of, maximum normal stress theory 465 467
Failure, theory of, maximum shearing stress theory 465 469
Fiber stresses in beams 178 181—198
Flexural stresses in beams 178 181—198
Force system, determinate 38 393
Force system, indeterminate 39 41—57 393
Gyration see Radius of gyration
Half-range functions 127 135—142 see
Hinge, plastic 337 339—351
Homogeneous materials 7
Hooke’s law 3 8 28
Hoop stresses 63—65
Horsepower in rotating shaft 98 105—106
Huber — von Mises — Hencky theory of failure 459 466—467 469
I-beam, shearing stresses in 209—211
Inertia, moment of, for a finite area 155 162—168
Inertia, polar moment of 85 88
Inertia, product of, for a finite area 157 168—178
Isotropic materials 7
Limit load, axial loading 54—57
Limit load, bending loads 181 204—206
Limit load, torsional loads 98 117
Limit, elastic 4
Limit, proportional 4
Loads, combined, on bars 459
Loads, combined, on cylindrical shells 459 462
Loads, critical, on columns 357 359—364
Loads, eccentric, on bars 457 459
Loads, eccentric, on columns 378
Macauley’s method 135 260—274
Materials, anisotropic 7
Materials, brittle 3
Materials, ductile 3
Materials, elastic, perfectly plastic 8 40 117 205
Materials, homogeneous 7
Materials, isotropic 7
Materials, mechanical properties of 37
Materials, orthotropic 7
Maximum energy of distortion theory of failure 459 466—467 469
Maximum normal stress theory of failure 465 467
Maximum shearing stress theory of failure 465 469
Mechanical properties of materials 37
Meridional stresses 63 77—78
Modulus of elasticity 4
| Modulus of elasticity in shear 83 97 101
Modulus of resilience 5
Modulus of rigidity 83
Modulus of toughness 5
Modulus, section 179 187 188 209
Modulus, shear 83
Modulus, tangent 6
Mohr’s circle 423 427 431—433 435—436 438 442—445 446—447
Moment of inertia of an area 155
Moment, bending 125 129—135
Moment, first, of a finite area 154
Moment, fully plastic in bending 181 205—213
Moment, fully plastic in torsion 117—118
Moment, polar, of inertia of area 96 99 102
Moment, second, of a finite area 161. 163—168
Moment, twisting 96 99—100 103
Neutral axis 178 185—195
Neutral surface 178
Normal stresses, in axially loaded bars 1 9—20
Normal stresses, in beams 179 181—195
Normal stresses, on planes of maximum shearing stresses 431 434
Orthotropic materials 7
Overhanging beams 123 130 139 238—241 264 266
Parallel-axis theorem, for moment of inertia of area 156—157 166—168
Parallel-axis theorem, for product of inertia 157 169 172
Planes, principal 421 436—437 441 442
Plastic bending 180—181 205—213
Plastic section modulus 209
Plastic torsion 98 117—118
Poisson’s ratio 6
Poisson’s ratio, effective value of 27
Polar moment of inertia of area 96 99 103
Pressure vessels 63—80
Principal axes of a plane area 170—173
Principal moments of inertia 170—173
Principal planes, shearing stresses on 421 449
Principal stresses, determination of by Mohr’s circle 423 431 433 435—436 438 442—445 446—447
Product of inertia of a finite area 157 168 169
Proportional limit 4
Pure bending 177 185
Radius of gyration 156 165
Ratio, Poisson’s 6 26—29
Ratio, slenderness 356—357
Rectangular beams, shearing stresses in 179—180 200—201
Resisting moment 124
Resisting shear 125
Secant formula for columns 379
Section modulus 179 186—188 190 192
Shaft, horsepower in rotating 98 105—106
Shaft, torsion of hollow circular 96—97 116
Shaft, torsion of solid circular 96—97
Shear center of beam 310 311—318
Shear strain 83
Shear stress 82
Shear, resisting 125
Shearing force and bending moment diagrams 126—134
Shearing force and bending moment diagrams, computer program for 143—145
Shearing stresses, directions of maximum 422 442
Shearing stresses, in beams 179 198—204
Shearing stresses, in I-beams 209—211
Shearing stresses, in rectangular beams 196 200
Shearing stresses, maximum 440—442
Shearing stresses, on perpendicular planes 200
Shearing stresses, on principal planes 421 442
Shells, conical 74—75
Shells, cylindrical 64—69
Shells, of revolution 77—78
Shells, spherical 69—72 78—79
Shells, toroidal 79—30
Shrink fit 72—73
Signs for combined stresses 440—443
Signs for double integration method 222
Signs for Mohr’s circle 423—424
Signs for shearing force and bending moment 125 138—139
Singularity functions 135 260—274
Slenderness ratio 356 361
Specific modulus 7 30
Specific strength 7 30
Spherical shells, stresses in thin—walled 69—72 78—79
Statically determinate beams 123
Statically indeterminate beams 123
Statically indeterminate problems in bending 289—305
Statically indeterminate problems in tension and compression 38—58
Statically indeterminate problems in torsion 110—115
Strain energy in axial loading 394 401 403
Strain energy in bending 395 396
Strain energy in torsion 394 402
Strain, hardening 5
Strain, normal 2
Strain, shear 97
Strength, breaking 5
Strength, ultimate 5
Strength, yield 4
Strength-weight ratio in torsion 102—103
Stress, compressive 1
Stress, hoop 63—65
Stress, shear 82 84—91
Stress, tensile 1
Stress, torsional 97 100—103
Stress, working 5
Stress-strain curve 2—3
Stresses, bending, in beams 177—179
Stresses, circumferential, in cylindrical shells 64—69
Stresses, computer program for two-dimensional principal 451—454
Stresses, determination of principal, by Mohr’s circle 423 427 431—432 435—436 438—439 442—444 450—451
Stresses, equations for combined 440—441
Stresses, flexural, in beams 178 181—198
Stresses, hoop, in cylindrical shells 63—65
Stresses, longitudinal in cylindrical shells 64—65
Stresses, maximum shearing 422 440—442
Stresses, normal, in axially loaded bars 2 9—20
Stresses, normal, in beams 178 181—198
Stresses, normal, on planes of maximum shearing stress 422—423 435 442
Stresses, principal 421 440—442
Stresses, shearing, in beams 179 198—204
Stresses, thermal, in axially loaded bars 45—49
Stresses, thermal, in thin shells 64—80
Structural Stability Research Council (SSRC), design formula for columns 358 370
Superposition, deflection of beams by 237—238
Supports, clamped (fixed) 260—261 288—289
Supports, elastic spring 290 304
Supports, pin reaction 10 17 19 25
Supports, roller reaction 122—123 127 129 132
T-beam, shearing stresses in 192—193 194—195 201—202
Tangent modulus 6
Tangent modulus formula for columns 365
tensile strength 1
Tension 1
Thermal effects 45—48
Toroidal shells, stresses in 79—80
Torsion, angle of twist 98 101—104
Torsion, computer program for variable cross section of bars in torsion 107—110
Torsion, elasto-plastic 98 117
Torsion, fully plastic 98 118
Torsion, hollow circular shaft 106
Torsion, solid circular shaft 99 103
Torsion, stepped shaft 116—117
Torsion, variable diameter shaft 103
Twist, angle of, in torsion 98 101—104
Ultimate load 54—58
Ultimate strength 5
Welded joints 83
Welded joints, electron beam welding 84 91
Welded joints, laser beam welding 84 92
Wide flange sections, properties of 218—219
Yield point 4
Yield strength 3
Young’s modulus 4 9—20
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