EBOOK - Solution manual Mechanics of Materials 7th (James M. Gere & Barry J. Goodno)


EBOOK - Cơ học vật liệu (James M. Gere & Barry J. Goodno).

1. Tension, Compression, and Shear
Normal Stress and Strain 1
Mechanical Properties of Materials 15
Elasticity, Plasticity, and Creep 21
Linear Elasticity, Hooke’s Law, and Poisson’s Ratio 25
Shear Stress and Strain 30
Allowable Stresses and Allowable Loads 51
Design for Axial Loads and Direct Shear 69
2. Axially Loaded Members
Changes in Lengths of Axially Loaded Members 89
Changes in Lengths under Nonuniform Conditions 105
Statically Indeterminate Structures 124
Thermal Effects 151
Stresses on Inclined Sections 178
Strain Energy 198
Impact Loading 212
Stress Concentrations 224
Nonlinear Behavior (Changes in Lengths of Bars) 231
Elastoplastic Analysis 237
3. Torsion
Torsional Deformations 249
Circular Bars and Tubes 252
Nonuniform Torsion 266
Pure Shear 287
Transmission of Power 294
Statically Indeterminate Torsional Members 302
Strain Energy in Torsion 319
Thin-Walled Tubes 328
Stress Concentrations in Torsion 338
00FM.qxd 9/29/08 8:49 PM Page iii
4. Shear Forces and Bending Moments
Shear Forces and Bending Moments 343
Shear-Force and Bending-Moment Diagrams 355
5. Stresses in Beams (Basic Topics)
Longitudinal Strains in Beams 389
Normal Stresses in Beams 392
Design of Beams 412
Nonprismatic Beams 431
Fully Stressed Beams 440
Shear Stresses in Rectangular Beams 442
Shear Stresses in Circular Beams 453
Shear Stresses in Beams with Flanges 457
Built-Up Beams 466
Beams with Axial Loads 475
Stress Concentrations 492

6. Stresses in Beams (Advanced Topics)
Composite Beams 497
Transformed-Section Method 508
Beams with Inclined Loads 520
Bending of Unsymmetric Beams 529
Shear Stresses in Wide-Flange Beams 541
Shear Centers of Thin-Walled Open Sections 543
Elastoplastic Bending 558
7. Analysis of Stress and Strain
Plane Stress 571
Principal Stresses and Maximum Shear Stresses 582
Mohr’s Circle 595
Hooke’s Law for Plane Stress 608
Triaxial Stress 615
Plane Strain 622
8. Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings)
Spherical Pressure Vessels 649
Cylindrical Pressure Vessels 655
Maximum Stresses in Beams 664
Combined Loadings 675
9. Deflections of Beams
Differential Equations of the Deflection Curve 707
Deflection Formulas 710
Deflections by Integration of the Bending-Moment Equation 714
Deflections by Integration of the Shear Force and Load Equations 722
Method of Superposition 730
Moment-Area Method 745
Nonprismatic Beams 754
Strain Energy 770
Castigliano’s Theorem 775
Deflections Produced by Impact 784
Temperature Effects 790
10. Statically Indeterminate Beams
Differential Equations of the Deflection Curve 795
Method of Superposition 809
Temperature Effects 839
Longitudinal Displacements at the Ends of Beams 843
11. Columns
Idealized Buckling Models 845
Critical Loads of Columns with Pinned Supports 851
Columns with Other Support Conditions 863
Columns with Eccentric Axial Loads 871
The Secant Formula 880
Design Formulas for Columns 889
Aluminum Columns 903

LINK DOWNLOAD


EBOOK - Cơ học vật liệu (James M. Gere & Barry J. Goodno).

1. Tension, Compression, and Shear
Normal Stress and Strain 1
Mechanical Properties of Materials 15
Elasticity, Plasticity, and Creep 21
Linear Elasticity, Hooke’s Law, and Poisson’s Ratio 25
Shear Stress and Strain 30
Allowable Stresses and Allowable Loads 51
Design for Axial Loads and Direct Shear 69
2. Axially Loaded Members
Changes in Lengths of Axially Loaded Members 89
Changes in Lengths under Nonuniform Conditions 105
Statically Indeterminate Structures 124
Thermal Effects 151
Stresses on Inclined Sections 178
Strain Energy 198
Impact Loading 212
Stress Concentrations 224
Nonlinear Behavior (Changes in Lengths of Bars) 231
Elastoplastic Analysis 237
3. Torsion
Torsional Deformations 249
Circular Bars and Tubes 252
Nonuniform Torsion 266
Pure Shear 287
Transmission of Power 294
Statically Indeterminate Torsional Members 302
Strain Energy in Torsion 319
Thin-Walled Tubes 328
Stress Concentrations in Torsion 338
00FM.qxd 9/29/08 8:49 PM Page iii
4. Shear Forces and Bending Moments
Shear Forces and Bending Moments 343
Shear-Force and Bending-Moment Diagrams 355
5. Stresses in Beams (Basic Topics)
Longitudinal Strains in Beams 389
Normal Stresses in Beams 392
Design of Beams 412
Nonprismatic Beams 431
Fully Stressed Beams 440
Shear Stresses in Rectangular Beams 442
Shear Stresses in Circular Beams 453
Shear Stresses in Beams with Flanges 457
Built-Up Beams 466
Beams with Axial Loads 475
Stress Concentrations 492

6. Stresses in Beams (Advanced Topics)
Composite Beams 497
Transformed-Section Method 508
Beams with Inclined Loads 520
Bending of Unsymmetric Beams 529
Shear Stresses in Wide-Flange Beams 541
Shear Centers of Thin-Walled Open Sections 543
Elastoplastic Bending 558
7. Analysis of Stress and Strain
Plane Stress 571
Principal Stresses and Maximum Shear Stresses 582
Mohr’s Circle 595
Hooke’s Law for Plane Stress 608
Triaxial Stress 615
Plane Strain 622
8. Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings)
Spherical Pressure Vessels 649
Cylindrical Pressure Vessels 655
Maximum Stresses in Beams 664
Combined Loadings 675
9. Deflections of Beams
Differential Equations of the Deflection Curve 707
Deflection Formulas 710
Deflections by Integration of the Bending-Moment Equation 714
Deflections by Integration of the Shear Force and Load Equations 722
Method of Superposition 730
Moment-Area Method 745
Nonprismatic Beams 754
Strain Energy 770
Castigliano’s Theorem 775
Deflections Produced by Impact 784
Temperature Effects 790
10. Statically Indeterminate Beams
Differential Equations of the Deflection Curve 795
Method of Superposition 809
Temperature Effects 839
Longitudinal Displacements at the Ends of Beams 843
11. Columns
Idealized Buckling Models 845
Critical Loads of Columns with Pinned Supports 851
Columns with Other Support Conditions 863
Columns with Eccentric Axial Loads 871
The Secant Formula 880
Design Formulas for Columns 889
Aluminum Columns 903

LINK DOWNLOAD

M_tả
M_tả

Không có nhận xét nào: