Strength of Materials (Record no. 3191)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 03663nam a22002417a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20220817101629.0 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 713132108 |
| 040 ## - CATALOGING SOURCE | |
| Language of cataloging | Eng |
| Transcribing agency | HITLIB |
| Modifying agency | HITLIB |
| Description conventions | rda |
| 041 ## - LANGUAGE CODE | |
| Language code of text/sound track or separate title | Eng |
| 050 ## - LIBRARY OF CONGRESS CALL NUMBER | |
| Classification number | TA405 |
| Item number | STE |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | R.C.Stephens |
| Relator term | Author |
| 245 ## - TITLE STATEMENT | |
| Title | Strength of Materials |
| Remainder of title | Theory and Examples |
| Statement of responsibility, etc. | By R.C.Stephens |
| Medium | Textbook |
| 264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | London |
| Name of producer, publisher, distributor, manufacturer | Edward Arnold Ltd |
| Date of production, publication, distribution, manufacture, or copyright notice | 1970 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 310 pages : |
| Other physical details | Illuustration |
| 336 ## - CONTENT TYPE | |
| Source | rdacontent |
| Content type term | text |
| Content type code | txt |
| 337 ## - MEDIA TYPE | |
| Source | rdamedia |
| Media type term | unmediated |
| Media type code | n |
| 338 ## - CARRIER TYPE | |
| Source | rdacarrier |
| Carrier type term | volume |
| Carrier type code | nc |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Front Cover; Strength of Materials: Theory and Examples; Copyright Page; PREFACE; NOTE ON S.I. UNITS; Table of Contents; CHAPTER 1. SIMPLE STRESS AND STRAIN; 1.1 Introduction; 1.2 Tensile and compressive stress and strain; 1.3 Shear stress and strain; 1.4 Hooke's Law; 1.5 Factor of safety; 1.6 Stresses in thin cylindrical shells; 1.7 Stress in thin spherical shells; 1.8 Stress in thin rotating rims; 1.9 Stresses in composite bars; 1.10 Strain energy; 1.11 Shear strain energy; Worked examples 1-10; Un worked examples 11-36; CHAPTER 2. SHEARING FORCE AND BENDING MOMENT. 2.1 Shearing force and bending moment2.2 Shearing force and bending moment diagrams; 2.3 Relation between intensity of loading, shearing force bending moment; 2.4 Graphical construction of S.F. and B.M. diagrams; Worked examples 1-8; Unworked examples 9-30; CHAPTER 3. BENDING STRESSES; 3.1 Pure bending; 3.2 Second moment of area; 3.3 Theorem of parallel axes; 3.4 Theorem of perpendicular axes; 3.5 Equimomental system; 3.6 Stress due to bending; 3.7 Modulus of section; 3.8 Position of neutral axis; 3.9 Radius of curvature; 3.10 Composite beams; 3.11 Combined bending and direct stresses. 3.12 Short column with eccentric load3.13 Bending beyond the limit of proportionality; Worked examples 1-14; Unworked examples 15-49; CHAPTER 4. TORSION; 4.1 Stress due to twisting; 4.2 Modulus of section; 4.3 Angle of twist; 4.4 Strain energy; 4.5 Composite shafts; 4.6 Twisting beyond the limit of proportionality; Worked examples 1-7; Unworked examples 8-27; CHAPTER 5. DEFLECTION OF BEAMS; 5.1 Integration method; 5.2 Standard cases of beam deflections; 5.3 Single concentrated load not at centre-Macaulay's method; 5.4 Distributed loads; 5.5 Couple applied at a point; 5.6 Area-moment method. 5.7 Maxwell's Reciprocal Rule5.8 Deflection due to impact; Worked examples 1-15; Unworked examples 16-56; CHAPTER 6. BUILT-IN AND CONTINUOUS BEAMS; 6.1 Built-in beams; 6.2 Built-in beam with central concentrated load; 6.3 Built-in beam with uniformly distributed load; 6.4 Built-in beam with concentrated load not at centre; 6.5 Supports at different levels; 6.6 Continuous beams-three moments theorem; Worked examples 1-8; Unworked examples 9-30; CHAPTER 7. STRUTS; 7.1 Introduction; 7.2 Euler's Theory; 7.3 Validity limit for Euler's Theory; 7.4 Rankine's Theory; 7.5 Strut with eccentric load. 7.6 Strut with initial curvature7.7 Laterally loaded struts; 7.8 Alternative method for determining bending moment; 7.9 Eccentrically and transversely loaded tie-bars; Worked examples 1-7; Unworked examples 8-30; CHAPTER 8. THIN CURVED BARS; 8.1 Strain energy due to bending; 8.2 Castigliano's Theorem; 8.3 Application of Castigliano's Theorem to deflection of curved bars; 8.4 Strain energy due to twisting; Worked examples 1-10; Unworked examples 11-35; CHAPTER 9. SPRINGS; 9.1 Close-coiled helical spring with axial load; 9.2 Close-coiled helical spring with axial couple. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | <br/>Mathematical aspects of the subject for the first two years of an engineering course |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Theory and Examples |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Library of Congress Classification |
| Koha item type | Books |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Not for loan | Home library | Current library | Date acquired | Source of acquisition | Total Checkouts | Full call number | Barcode | Date last seen | Copy number | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Library of Congress Classification | Harare Institute of Technology Main Library | Harare Institute of Technology Main Library | 01/08/2005 | Donation | TA405 STE | BK0003422 | 22/07/2024 | 1 | Books |