Strength Of Materials: A Practical Approach (vol. I)Strength of Materials is a subject that deals with the behaviour, load carrying capacity (strength), rigidity and stability of isolated members such as bars, shafts, beams, arches, slabs and columns. The individual elements may form a part of structures, machines, automobiles, spacecrafts, towers or antenna dishes. Engineering students are expected to be trained in this subject, and to learn the rudiments of the theory as a part of the curriculum. Taught as Mechanics of soilds and structural mechanics in some courses, it forms part of the curriculum of all the streams of engineering at degree and diploma levels. |
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Page vi
... longitudinal shear 6.8.4 Shear centre Section modulus 6.10 Radius of gyration and slenderness ratio 208 209 218 218 221 223 225 6.11 Non - linear elasticity 6.12 Summary 226 230 7.0 7.1 6.13 Exercises 7 Combined stresses Introduction ...
... longitudinal shear 6.8.4 Shear centre Section modulus 6.10 Radius of gyration and slenderness ratio 208 209 218 218 221 223 225 6.11 Non - linear elasticity 6.12 Summary 226 230 7.0 7.1 6.13 Exercises 7 Combined stresses Introduction ...
Page vii
Prakash D.S. Rao. 8.1.4 Longitudinal stresses in shafts 8.2 Strain energy in elastic shafts 8.3 Power transmission by shafts . 8.4 Non - prismatic shafts 8.5 Non - circular sections 8.5.1 Rectangular section 8.5.2 Flanged beams 8.6 270 ...
Prakash D.S. Rao. 8.1.4 Longitudinal stresses in shafts 8.2 Strain energy in elastic shafts 8.3 Power transmission by shafts . 8.4 Non - prismatic shafts 8.5 Non - circular sections 8.5.1 Rectangular section 8.5.2 Flanged beams 8.6 270 ...
Page ix
... Longitudinal prestress 13.6 Cylinders under combined loading 13.7 Thick cylinders 13.7.1 Assumptions 13.7.2 Analysis 13.7.2.1 External pressure is zero 13.7.2.2 Error in thin cylinder theory 480 480 481 482 483 489 489 491 493 495 496 ...
... Longitudinal prestress 13.6 Cylinders under combined loading 13.7 Thick cylinders 13.7.1 Assumptions 13.7.2 Analysis 13.7.2.1 External pressure is zero 13.7.2.2 Error in thin cylinder theory 480 480 481 482 483 489 489 491 493 495 496 ...
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Contents
External forces on a body | 7 |
Direct stresses | 19 |
19 | 48 |
26 | 56 |
Impact loading and strain energy | 71 |
Shear stresses | 87 |
Stress and strain analysis | 102 |
Analysis of beams | 142 |
Deflections in beams | 314 |
Statically indeterminate beams | 369 |
Determinate arches and frames | 410 |
Trusses | 434 |
Cylinders and spherical shells | 480 |
Columns and struts | 526 |
Springs | 568 |
Appendix A | 597 |
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Common terms and phrases
allowable stress analysis angle applied load arch assumed axial B.M. diagram bending body boundary conditions buckling cantilever centroid circular coefficients coiled column compatibility condition compressive computed conjugate beam cross section cylinder deflection profile deformation Determine the maximum diameter displacement eccentricity elongation equation yields equilibrium condition expressed factor of safety flange flexural free end given hinged hoop stresses horizontal Indian Standards joint length longitudinal material maximum shear stress maximum stress member forces method mild steel mm² Mohr's circle noted obtain P₁ parameters plane Poisson's ratio pressure principal stresses Problem R₁ radial rivets rotation segment shaft shear force shear strain shear stress sin² slope Solution span spring strain energy structural Students are advised subjected Substituting support reactions Taking moments tensile stress tension theorem theory thickness Tmax torque torsional truss tube vertical wire X₁ yield stress Young's modulus zero