MARC details
| 000 -CABECERA |
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| campo de control de longitud fija |
02468 a2200253 4500 |
| 008 - DATOS DE LONGITUD FIJA--INFORMACIÓN GENERAL |
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| campo de control de longitud fija |
250318s########|||||||||||||||||||||||#d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
529253 |
| 040 ## - FUENTE DE CATALOGACIÓN |
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| Centro catalogador/agencia de origen |
GAMADERO2 |
| Lengua de catalogación |
spa |
| Centro/agencia transcriptor |
GAMADERO2 |
| 050 00 - SIGNATURA TOPOGRÁFICA DE LA BIBLIOTECA DEL CONGRESO |
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| Número de clasificación |
LCC |
| 100 ## - ENTRADA PRINCIPAL--NOMBRE DE PERSONA |
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| Nombre de persona |
Chu-Kia Wang |
| 245 ## - MENCIÓN DEL TÍTULO |
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| Título |
Statically indeterminate structures / |
| 250 ## - MENCION DE EDICION |
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| Mención de edición |
1 |
| 260 ## - PUBLICACIÓN, DISTRIBUCIÓN, ETC. |
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| Nombre del editor, distribuidor, etc. |
McGraw-Hill |
| Lugar de publicación, distribución, etc. |
Mexico |
| Fecha de publicación, distribución, etc. |
1965 |
| 300 ## - DESCRIPCIÓN FÍSICA |
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| Extensión |
424 |
| Otras características físicas |
ilustraciones tablas y graficos |
| Dimensiones |
21 x 15 |
| 490 0# - MENCIÓN DE SERIE |
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| Mención de serie |
Serie |
| 505 ## - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
Preface.<br/>CHAPTER I. General Introduction<br/>1. Statically Determinate Structures vs, Statically Indeterminate<br/>Structures<br/>2. Conditions of Geometry<br/>3. The Method of Consistent Deformation<br/>4. Other Methods of Analysis<br/>CHAPTER II. Deflection of Statically Determinate Beams and Frames<br/>5. Common Methods<br/>6. The Unit-load Method-Derivation of Basic Formula<br/>7. The Unit-load Method-Application to Beam Deflections; Examples 1 to 6<br/>8. The Unit-load Method-Application to Rotation of of Beams; Examples<br/>9. Castigliano's Theorem Derivation<br/>10. Use of Castigliano's Theorem to Find Beam Deflections or Rotations; Examples 13 and 14<br/>11. The Unit-load Method-Application to Deflections and Rotations of Frames<br/>12. Deflections and Rotations of Statically Determinate Frames Due to Movements of Supports.<br/>13. The Moment-area Method-Derivation of Theorems<br/>14. The Moment-area Method-Application to Beam Deflections and Rotations; Examples 17 to 20<br/>Examples 21 and 22. 15. Special Case of Moment-area Method the Conjugate-beam Method;<br/>16. The Moment-area Method-Application |
| 520 ## - RESUMEN, ETC. |
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| Resumen, etc. |
Statically Determinate Structures vs. Statically Indeterminate Structures. Most structures fall into one of the following three classifica-tions: beams, frames, or trusses. A beam is a structural member sub-jected to transverse loads only, and it is completely analyzed when the shear and moment diagrams are found. A frame, or rigid frame, is a structure composed of members which are connected by rigid joints (welded joints, for instance). A frame is completely analyzed when the variations in direct stress, shear, and moment along the lengths of all members are found. A truss is a structure in which all members are usually considered to be connected by hinges, thus eliminating moment in the members. A truss is completely analyzed when the direct stresses in all members are determined |
| 526 ## - NOTA DE INFORMACIÓN SOBRE EL PROGRAMA DE ESTUDIO |
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| Program name |
Arquitectura |
| 942 ## - ELEMENTOS DE ENTRADA SECUNDARIOS (KOHA) |
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| Tipo de ítem Koha |
Libro |
| Fuente del sistema de clasificación o colocación |
Clasificación Decimal Dewey |
| 945 ## - CATALOGADORES |
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| Número del Creador del Registro |
1 |
| Nombre del Creador del Registro |
admin |
| Número de último modificador del registro |
1261 |
| Nombre del último modificador del registro |
Jenny Viridiana Quiroz Linares |
