A Textbook of Strength of Materials: (in S.I. Units) |
Contents
Chapter | 1 |
Analysis of Perfect Frames | 11 |
Fixed and Continuous Beams | 15 |
822 | 16 |
Elastic Constants | 59 |
7 | 68 |
Principal Stresses and Strains | 85 |
5 | 129 |
Deflection of Cantilevers | 559 |
619678 | 619 |
679746 | 679 |
5984 | 719 |
Thin Cylinders and Spheres | 747 |
Thick Cylinders and Spheres | 789 |
74 | 808 |
Columns and Struts | 817 |
Strain Energy and Impact Loading | 143 |
Centre of Gravity and Moment of Inertia | 171 |
Shear Force and Bending Moment | 237 |
85 | 280 |
Bending Stresses in Beams | 295 |
Shear Stresses in Beams | 330 |
1 | 345 |
381412 | 381 |
8 | 387 |
Dams and Retaining Walls | 413 |
583618 | 542 |
Exercise | 877 |
Welded Joints | 911 |
Shear Stresses | 928 |
Rotating Discs and Cylinders | 933 |
10171050 | 1017 |
Objective Type Questions | 1051 |
143170 | 1068 |
1103 | |
1106 | |
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Common terms and phrases
A₁ A₂ angle axial load B.M. diagram due bending moment bending stress butt joint C₁ C₂ cantilever carries a uniformly centre cm² column compressive stress conjugate beam copper crippling load cross-section cylinder D₁ Distance of C.G. fixed end free end given by equation Hence hoop stress horizontal inertia internal diameter kN/m L₁ L₂ lap joint longitudinal strain maximum shear stress maximum stress mm¹ mm² Modulus of rigidity moment of inertia N/m² N/mm² neutral axis normal stress P₁ pitch length plane plate point load Poisson's ratio principal stress Problem R₁ radius reaction resultant stress riveted shear force shown in Fig simply supported beam slope strain energy stress induced Substituting the value tensile stress thickness tube uniformly distributed load values in equation weld width Young's modulus zero ΕΙ