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Library,Documentation and Information Science Division

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Resistance of materials, [electronic resource] by Fred B. Seely ...

By: Material type: TextTextPublication details: New York, J. Wiley & Sons; London, Chapman & Hall, [1935]Edition: 2d edDescription: xii, 436 p. illus., diagrs. 24 cmSubject(s): Additional physical formats: Online version:: Resistance of materials.DDC classification:
  • 620.11
LOC classification:
  • TA405 .S35 1935
Online resources:
Contents:
Part I. Elementary topics -- Stress and strain -- Thin-walled cylinders and spheres. Riveted and welded joints -- Stress and strain caused by torsional loads -- Transverse loads. Stresses in beams -- Deflection of beams (Double integration method) -- Statically indeterminate beams (Double integration method) -- Combined axial and bending lads. Eccentric loads -- Compression members. Columns -- Relation between stresses at a point on different planes passing thrtough the point. Theories of failure -- Repeated loads. Fatigue of metals -- Impact and energy loads -- Part II. Special topics -- Deflection of statically determinate beams. (Moment-area method) -- Statically indeterminate beams (Moment-area method) -- Limitation of the flexure formula for sections having only one axis of symmetry -- Unsymmetrical bending -- Curved flexural members -- Flat planes -- Thick-walled cylinders -- Torsional resistance of bars having non-circular cross-sections -- Composite beams. Reinforced concrete beams -- Appendix I. Properties of an area -- Appendix II. Tables of properties of materials -- Appendix III. Properties of rolled steel sections.
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Part I. Elementary topics -- Stress and strain -- Thin-walled cylinders and spheres. Riveted and welded joints -- Stress and strain caused by torsional loads -- Transverse loads. Stresses in beams -- Deflection of beams (Double integration method) -- Statically indeterminate beams (Double integration method) -- Combined axial and bending lads. Eccentric loads -- Compression members. Columns -- Relation between stresses at a point on different planes passing thrtough the point. Theories of failure -- Repeated loads. Fatigue of metals -- Impact and energy loads -- Part II. Special topics -- Deflection of statically determinate beams. (Moment-area method) -- Statically indeterminate beams (Moment-area method) -- Limitation of the flexure formula for sections having only one axis of symmetry -- Unsymmetrical bending -- Curved flexural members -- Flat planes -- Thick-walled cylinders -- Torsional resistance of bars having non-circular cross-sections -- Composite beams. Reinforced concrete beams -- Appendix I. Properties of an area -- Appendix II. Tables of properties of materials -- Appendix III. Properties of rolled steel sections.

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